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54 results on '"midas civil"'

1. Bearings for a Skew Bridge: Lessons Learnt—A Case Study

Author: Govind, Mahendra N., Joshi, Avinash S., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Lu, Xinzheng, Series Editor, Kumar, Ratnesh, editor, Bakre, Sachin V., editor, and Goel, Manmohan Dass, editor
Published: 2025
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2. Seismic Risk Mapping of Bridges Using HAZUS and ArcGIS: The Case of Surat City, India.

Author: Dabral, Rajat, Chaudhary, Rahul, and Bhaiya, Vishisht
Subjects: NATURAL disasters, EARTHQUAKES, NONLINEAR analysis, WORK environment, RISK assessment
Abstract: Earthquakes are one of the most common natural disasters resulting in loss of life and property. A method for reducing damage and fatalities is to evaluate the fragility, i.e., determining the degree of an earthquake susceptibility of a structure using structural analysis. Bridges are categorized as lifeline constructions, as they must be operational in the case of an earthquake. The closure of damaged bridges due to unsatisfactory working conditions might have an adverse impact on everyday traffic. The proposed research would look into the seismic danger that bridges represent located in Surat city of Gujarat. In this work, nonlinear static analysis has been used for investigation. The fragility function has been used to evaluate damage to bridges of varied spans, material quality based on Indian seismic provisions. This investigation can keep track of the possibility of specific damaging circumstances. Using the HAZUS approach, a probability damage assessment has been done. Using ArcGIS software, the likelihood, size, and severity of bridges in Surat have been evaluated. The distinction of present study lies in extending beyond the confines of the HAZUS technical manual, which primarily focuses on generating damage state probabilities for bridges. In this study, author moves a step further by applying this technique to a specific set of bridges, allowing to observe variations in damage state parameters across different bridge types. This approach enables easy comparisons between various bridges, aiding in the identification of specific risk factors and informing subsequent measures for risk mitigation. [ABSTRACT FROM AUTHOR]
Published: 2024
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3. Análisis estructural por elementos finitos del colapso del puente Arturo Sandez en Girón, Ecuador = Finite element structural analysis of the Arturo Sandez bridge collapse in Giron, Ecuador

Author: Leonardo Fernández-Galarza and David Cajamarca-Zúñiga
Subjects: colapso progresivo, modelo numérico, socavación, estribo, comportamiento tenso-deformacional, midas civil, progressive collapse, numerical model, scour, abutment, stress-strain behaviour, Engineering (General). Civil engineering (General), TA1-2040, Building construction, TH1-9745
Abstract: La socavación de las cimentaciones puede causar fallas estructurales con graves consecuencias. El proceso de socavación tiene un carácter progresivo y, dependiendo de las condiciones en las que se desarrolla, los efectos de este proceso podrían ser controlados oportunamente para evitar el colapso de las estructuras. Este artículo presenta los resultados de la modelización numérica mediante elementos finitos del colapso del puente de la calle Arturo Sandez en el cantón Girón, Ecuador. El análisis se realizó en un modelo de elementos finitos sólidos en el programa Midas Civil. El estudio del estado tenso-deformacional del puente se realizó en diferentes etapas de socavación y los resultados obtenidos demuestran que, si durante una valoración física se detectan daños en una estructura, entonces es necesario realizar una evaluación numérica de su estado tenso-deformacional. Esta acción permitirá pronosticar la evolución del estado tenso-deformacional de la estructura y tomar las medidas correctivas de manera técnica y oportuna para prevenir el colapso. Este estudio muestra que la socavación inicialmente detectada casi un año antes del colapso constituía un 5.86% de la superficie de cimentación, el inicio del fallo del estribo izquierdo se produjo cuando el área de la socavación alcanzó el 25.48%, y el fallo irreversible de la estructura se produjo cuando la socavación alcanzó un el 39.41% de la superficie de cimentación. Los resultados expuestos demuestran que una modelización numérica pudo prevenir el colapso del puente y permitir tomar las medidas necesarias de mitigación. Abstract Foundation scour can cause structural failure with serious consequences. The scour process has a progressive character and, depending on the conditions under which it develops, the effects of this process can be controlled in a timely manner to avoid the collapse of structures. This paper presents the results of the numerical modelling of the collapse of the Arturo Sandez bridge in Girón, Ecuador. The analysis was performed in a solid finite element model in the Midas Civil software. The study of the stress-strain state of the bridge was carried out at different stages of scour and the results obtained show that, if damage to a structure is detected during a physical assessment, it is necessary to carry out a numerical evaluation of its stress-strain state. This action will allow the stress-strain state of the structure to be predicted and corrective measures to be taken in a technical and timely manner to prevent collapse. This study shows that the scour initially detected almost one year before the collapse constituted 5.86% of the foundation area, the onset of failure of the left abutment occurred when the scour area reached 25.48%, and the irreversible failure of the structure occurred when the scour reached an area of 39.41%. The above results demonstrate that numerical modelling was able to prevent the collapse of the bridge and allow the necessary mitigation measures to be implemented.
Published: 2023
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4. Seismic Analysis of a PSC I Girder Bridge Using Nonlinear Static Method

Author: Vamsi, Ambati, Baby, Basil, Palanisamy, T., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Marano, Giuseppe Carlo, editor, Rahul, A. V., editor, Antony, Jiji, editor, Unni Kartha, G., editor, Kavitha, P. E., editor, and Preethi, M., editor
Published: 2023
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5. Análisis estructural por elementos finitos del colapso del puente Arturo Sandez en Girón, Ecuador.

Author: Fernández Galarza, Leonardo and Cajamarca Zúñiga, David
Abstract: Copyright of ABE: Advances in Building Education is the property of Departamento de Tecnologia de la Edificacion, Universidad Politecnica de Madrid and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Published: 2023
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6. Stability Analysis of Tied-Arch Bridges Under IRC Loading Condition Using Finite Element Method

Author: Yogesh, K. S., Singh, Anubhav, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Babu, K. Ganesh, editor, Rao, H. Sudarsana, editor, and Amarnath, Y., editor
Published: 2020
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7. 基于荷载—结构法的明挖隧道结构有限元模拟方法.

Author: 彭聪
Subjects: ELASTIC foundations, FINITE element method, ELASTIC analysis (Engineering), TUNNELS, ENGINEERING
Abstract: Copyright of Guangdong Architecture Civil Engineering is the property of Guangdong Architecture Civil Engineering Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Published: 2022
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8. Análisis estructural por elementos finitos del colapso del puente Arturo Sandez en Girón, Ecuador

Author: Cajamarca Zúñiga, César David, Fernández Galarza, Leonardo, Cajamarca Zúñiga, César David, and Fernández Galarza, Leonardo
Abstract: Foundation scour can cause structural failure with serious consequences. The scour process has a progressive character and, depending on the conditions under which it develops, the effects of this process can be controlled in a timely manner to avoid the collapse of structures. This paper presents the results of the numerical modelling of the collapse of the Arturo Sandez bridge in Girón, Ecuador. The analysis was performed in a solid finite element model in the Midas Civil software. The study of the stress-strain state of the bridge was carried out at different stages of scour and the results obtained show that, if damage to a structure is detected during a physical assessment, it is necessary to carry out a numerical evaluation of its stress-strain state. This action will allow the stress-strain state of the structure to be predicted and corrective measures to be taken in a technical and timely manner to prevent collapse. This study shows that the scour initially detected almost one year before the collapse constituted 5.86% of the foundation area, the onset of failure of the left abutment occurred when the scour area reached 25.48%, and the irreversible failure of the structure occurred when the scour reached an area of 39.41%. The above results demonstrate that numerical modelling was able to prevent the collapse of the bridge and allow the necessary mitigation measures to be implemented., La socavación de las cimentaciones puede causar fallas estructurales con graves consecuencias. El proceso de socavación tiene un carácter progresivo y, dependiendo de las condiciones en las que se desarrolla, los efectos de este proceso podrían ser controlados oportunamente para evitar el colapso de las estructuras. Este artículo presenta los resultados de la modelización numérica mediante elementos finitos del colapso del puente de la calle Arturo Sandez en el cantón Girón, Ecuador. El análisis se realizó en un modelo de elementos finitos sólidos en el programa Midas Civil. El estudio del estado tenso-deformacional del puente se realizó en diferentes etapas de socavación y los resultados obtenidos demuestran que, si durante una valoración física se detectan daños en una estructura, entonces es necesario realizar una evaluación numérica de su estado tenso-deformacional. Esta acción permitirá pronosticar la evolución del estado tenso-deformacional de la estructura y tomar las medidas correctivas de manera técnica y oportuna para prevenir el colapso. Este estudio muestra que la socavación inicialmente detectada casi un año antes del colapso constituía un 5.86% de la superficie de cimentación, el inicio del fallo del estribo izquierdo se produjo cuando el área de la socavación alcanzó el 25.48%, y el fallo irreversible de la estructura se produjo cuando la socavación alcanzó un el 39.41% de la superficie de cimentación. Los resultados expuestos demuestran que una modelización numérica pudo prevenir el colapso del puente y permitir tomar las medidas necesarias de mitigación.
Published: 2023

9. Numerical verification of accelerometer-based assessment of hollow-type pretensioned concrete girder

Author: Aasim, Bashir Ahmad, Karimi, Abdul Khaliq, Tomiyama, Jun, and Aydan, Ömer
Published: 2020
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10. Návrh silničního mostu přes hluboké údolí

Author: Jiříček, Pavel, Dubánek, Jan, Kubát, Jan, Jiříček, Pavel, Dubánek, Jan, and Kubát, Jan
Abstract: Diplomová práce se zabývá návrhem hlavní nosné konstrukce silničního mostu přes hluboké údolí. Byla provedena rešerše možného způsobu výstavby, vybrána vhodná technologie výstavby a navržena hlavní nosná konstrukce. Realizován je letmo betonovaný most jednokomorového průřezu s podélným náběhem. Statický výpočet zahrnuje posouzení mezních stavů podle eurokódů ve fázích výstavby, při uvedení do provozu a na konci životnosti., The diploma thesis deals with the design of the main supporting structure of highway bridge constructed over deep valley. In the beginning was made research of suitable method of construction, after that propper method of constrution was chosen and main supporting structure was designed. Bridge is constructed by free cantilever method and the main supporting structure consists of a box girder with a haunch. Structural analysis involves assesment of limit states according to eurocodes during construction stages and in the final states of the bridge as well., Dopravní fakulta Jana Pernera, Uchazeč prezentoval komisi hlavní výsledky a závěry své diplomové práce. Po prezentaci diplomové práce zodpověděl dotazy vedoucího a připomínky oponenta diplomové práce (uvedeny v posudcích práce). V diskusi o diplomové práci podrobně zodpověděl všechny dotazy členů komise., Dokončená práce s úspěšnou obhajobou
Published: 2022

11. Development of a project of a reinforced concrete bridge on a highway of the III technical category

Subjects: железобетонный мост, Midas Civil, road bridge, bridge designing, reinforced concrete bridge, проектирование моста, автодорожный мост, civil engineering, строительство
Abstract: В данной работе представлен проект моста через р. Савала на дороге III технической категории. В ходе проекта были решены следующие задачи: 1. Проанализирован район проектирования моста (включая климатические, геологические и гидрологические условия); 2. Произведены морфометрические расчеты; 3. Выполнено вариантное проектирование с последующим технико-экономическим сравнением вариантов; 4. Спроектированы пролетное строение и опоры моста; 5. Предложена технология строительства дорожного покрытия; 6. Разработана локальная смета на строительство промежуточной опоры; 7. Составлены рекомендации по технике безопасности и охране труда; 8. Предусмотрены меры по охране окружающей среды. В ходе вариантного проектирования были разработаны два варианта балочного моста, принципиальным различием которых является их система: разрезная или же неразрезная. На стадии технико-экономического сравнения был выбран балочный мост разрезной системы. В рамках проектирования пролетного строения его расчеты производились в программном комплексе “MidasCivil”. Расчеты промежуточной опоры моста были произведены вручную., This paper presents a project of a bridge across the rivernamedSavala on the road of III technical category. During the project, the following tasks weresolved: 1. The area of the bridge design (including climatic, geological and hydrological conditions) wasanalyzed; 2. Morphometric calculations; 3. Variant design with subsequent technical and economic comparison of options; 4. The span and support of the bridge weredesigned; 5. The technology of paving construction wasproposed; 6. A local estimate for the construction of an intermediate support wasdeveloped; 7. Recommendations on safety and labor protectionwere compiled; 8 Environmental protection measures wereenvisaged. During the variant design, two versions of the beam bridge were developed, the fundamental difference of which is their system: split or continuous. At the stage of technical and economic comparison, the beam bridge of the split system was selected. As apart of the design of the span, its calculations were carried out in the Midas Civil software package. Calculations of the bridge’sintermediate support were made manually.
Published: 2020
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12. The development of the project road overpass in the town of Timashevsk, Krasnodar region

Subjects: city bridge, железобетонное пролетное строение, design, transport, railways, проектирование, reinforced concrete superstructure, железнодорожные пути, midas civil, путепровод, городской мост
Abstract: Тема выпускной квалификационной работы: «Разработка проекта авто-мобильного путепровода в г. Тимашевск, Краснодарский край». В данной работе разрабатывается проект автомобильного путепровода на пересечении автомобильной дороги 03 ОП РЗ 03К-015 с железнодорожными путями в черте города Тимашевск. Задачи, поставленные и решаемые в ходе разработки проекта: 1. Анализ характеристик района проектирования; 2. Разработка конкурентноспособных вариантов городского путепровода; 3. Выбор оптимального варианта мостового сооружения, конструктивных элементов, расчет пролетного строения и промежуточный опоры. 4. Составлена локальная смета на отдельные виды работ. 5. На основе типовой технологической карты разработана технологическая карта на устройство шумозащитных экранов на автомобильном путепроводе. Результатом выполнения работы является готовый проект путепровода, рассчитанный на нормативные постоянные и подвижные нагрузки от проходящего транспорта. Исходя из расчетов, все элементы мостового сооружения успешно прошли проверку прочности по 1 предельным состояниям. Так же путепровод удовлетворяет условиям прогибов 2 предельного состояния, со-гласно СП., The topic of the final qualifying work: "Development of the project of an au-to-mobile overpass in Timashevsk, Krasnodar territory". In this paper, a project is being developed for a road overpass at the inter-section of highway 03 OP RZ 03K-015 with railway tracks in the city of Ti-mashevsk. Tasks set and solved during project development: 1. Analysis of the design area characteristics; 2. Development of competitive options for urban overpasses; 3. Selection of the optimal bridge structure, structural elements, calculation of the superstructure and intermediate support. 4. Composed of local estimates for certain types of work. 5.on the basis of a standard technological map, a technological map was de-veloped for the device of noise protection screens on the automobile path-wire. The result of this work is a ready-made overpass project designed for stand-ard permanent and mobile loads from passing transport. Based on the calcula-tions, all elements of the bridge structure have successfully passed the strength test for 1 limit States. The overpass also meets the conditions of deflections 2 of the limit state, according to the SP.
Published: 2020
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13. Development of the project of the city bridge in Smolensk

Subjects: вариантное проектирование, железобетонный мост, разрезная система, cruise system, city bridge, reinforced concrete bridge, проектирование моста, optional design, dimension of the bridge, midas civil, design of the bridge, городской мост, габарит моста
Abstract: Тема выпускной квалификационной работы: «Разработка проекта городского моста в г. Смоленск».В данной работе спроектирован мост в г. Смоленск через реку Днепр. Задачи, которые решались процессе проектирования: 1.Проведен анализ района проектирования. 2.Выбран основной вариант моста. 3.Произведен расчет пролетного строения. 4.Собраны нагрузки на опору, и произведен расчет фундамента опоры. 5.На основе нормативных документов разработана технология монтажа сборной железобетонной шкафной стенки. 6.Определены мероприятия по технике безопасности и охране труда. 7.Разработаны мероприятия по охране окружающей среды. 8.Составлена локальная смета на опору, калькуляция стоимости материалов, изделий, конструкций, а также две калькуляции транспортных расходов. Пролетное строение рассчитывалось в программном комплексе «Civil Midas» согласно всем требованиям и нормативным документам. В результате расчета выяснилось, что спроектированное пролетное строение соответствует нормам прочности и трещиностойкости. Расчет опоры и ее фундамента проводился вручную. Расчет показал, что фундамент спроектирован верно, и выдерживает все действующие нагрузки. Итогом работы является разрезной железобетонный мост длинной 139, 250 м, схема разбивки на пролеты 4x33 м. Габарит моста Г-(8,0+2,0+8,0)+2×2,5., Theme of final qualification work: "Development of a project of a city bridge in the city of Smolensk."In this work, a bridge was designed in the city of Smolensk across the Dnieper River. Tasks that were solved by the design process: 1. The analysis of the design area. 2. The main option is selected. 3. The calculation of the span in Midas Civil. 4. The loads on the support are collected, and the foundation of the support is calculated. 5. Based on regulatory documents, a technology has been developed for the installation of a precast reinforced concrete cabinet wall. 6. Measures for safety and labor protection have been identified. 7. Developed environmental protection measures. 8. A local estimate of the support, costing of materials, products, structures, as well as two costing of transportation costs. The span was calculated in the Civil Midas software package in accordance with all requirements and regulatory documents. As a result of the calculation, it turned out that the designed span complies with the standards of strength and crack resistance.The calculation of the support and its foundation was carried out manually. The calculation showedthat the foundation was designed correctly, and can withstand all the existing loads. The result of the work is a split reinforced concrete bridge with a length of 139, 250 m, a breakdown scheme for spans of 4x33 m. The dimension of the bridge is G-(8.0 + 2.0 + 8.0) + 2 × 2.5.
Published: 2020
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14. Development of the project of reconstruction of the bridge over the river Oredezh

Subjects: full-scale inspection of the bridge, железобетонный мост, bridge reconstruction, ремонт моста, река Оредеж, reinforced concrete bridge, реконструкция моста, bridge repair, Oredezh river, midas civil, натурное обследование моста
Abstract: Тема выпускной квалификационной работы: «Проект реконструкции моста через реку Оредеж». В данной работе разрабатывается проект реконструкции моста через реку Оредеж в поселке Сиверский Гатчинского района Ленинградской области на дороге IV категории. Основные задачи, решаемые в ходе работы: 1. Изучение физико-географических характеристик района реконструкции; 2. Изучение конструкции существующего моста; 3. Натурное обследование существующего моста; 4. Разработка конструктивных решений линейного объекта. 5. Организация работ по ремонту моста. 6. Составление сметного расчета на реконструкцию элемента моста. 7. Разработка мероприятий по предотвращению техногенных явлений в процессе ремонта моста. 8. Разработка мероприятий по охране труда и производственной санитарии. 9. Разработка мероприятий по охране окружающей природной среды при строительстве. Произведено натурное обследование существующего моста с выявлением имеющихся дефектов, на основе этих данных построена цифровая модель пролетного строения в программном комплексе «MIDAS Civil», с учетом выявленных дефектов. Дана оценка состояния мостового перехода с рекомендациями по их реконструкции. На основании полученных результатов разрабатываются конструктивные решения по реконструкции мостового сооружения с учетом того, что мост является действующим. В связи с тем, что мост является действующим, и альтернативная переправа отсутствует, разрабатывается организация работ по ремонту моста., Theme of final qualification work: "The project of reconstruction of the bridge across the Oredezh River." In this work, we are developing a project for the reconstruction of a bridge across the Oredezh River in the Siversky village of the Gatchinsky district of the Leningrad Region on a Category IV road. The main tasks solved during the work: 1. The study of the physical and geographical characteristics of the reconstruction area; 2. Study of the design of the existing bridge; 3. Field inspection of the existing bridge; 4. Development of constructive solutions of a linear object. 5. Organization of bridge repair work. 6. Compilation of estimates for the reconstruction of the bridge element. 7. Development of measures to prevent technological phenomena in the process of repairing the bridge. 8. Development of measures for labor protection and industrial sanitation. 9. Development of measures to protect the environment during construction. A full-scale survey of the existing bridge was carried out with the identification of existing defects; based on these data, a digital model of the span was built in the MIDAS Civil software package, taking into account the identified defects. An assessment of the state of the bridge with recommendations for their reconstruction is given. Based on the results obtained, constructive solutions for the reconstruction of the bridge structure are developed taking into account that the bridge is operational. Due to the fact that the bridge is operational, and there is no alternative crossing, the organization of work on repairing the bridge is being developed.
Published: 2020
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15. Development of a project for a bridge on the main street of citywide importance of the 3rd class in the city of Kaliningrad

Subjects: железобетонный мост, расчёт по предельным состояниям, calculation of total limits, буронабивные сваи, midas civil, балочный мост, bored piles, вариантное проектирование, butt system, beam bridge, пролетное строение, trial design, reinforced bridge, superstructure, interior support, промежуточная опора
Abstract: Данная работа посвящена разработке проекта балочного железобетонного моста на магистральной улице общегородского значения 3-го класса в городе Калининград. В процессе выполнения работы были решены следующие задачи: 1. Проведен анализ природных характеристик района проектирования. 2. Разработаны три варианта мостового перехода. 3. Выполнено технико-экономическое сравнение вариантов и выбор оптимального варианта моста. 4. Проведено проектирование и расчет пролетного строения с дальнейшей проверкой по I и II группам предельных состояний. 5. Проведено проектирование и расчет промежуточной опоры выбранного варианта мостового перехода. 6. Составлена технология устройства буронабивных свай береговых опор моста. 7. Выполнен расчет сметной стоимости строительства. 8. Приведены мероприятия по технике безопасности, охране труда и охране окружающей среды., The given work is devoted to the development of a project of a reinforced concrete beam bridge on the main street of citywide importance of the 3rd class in the city of Kaliningrad. In the course of the work, the following tasks were solved: 1. The natural characteristics of the design area are analyzed. 2. Three options for bridge crossing are developed. 3. Techno-economic comparison of the options is made, and the optimal version of the bridge is selected. 4. The span is designed and calculated according to I and II groups of limiting states. 5. The intermediate support of the chosen option of the bridge crossing is designed and calculated. 6. The technology for the construction of bored piles of the foundation of the bridge supports is compiled. 7. The calculation of the estimated cost of construction is completed. 8. Measures for safety, labor protection and environmental protection are given.
Published: 2020
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16. Development of a project for a bridge of a non-winded system with a variable cross-section beam

Subjects: железобетонный мост, предварительно напрягаемая арматура, intermediate support, пролетное строение, reinforced concrete bridge, midas civil, superstructure, pre-tensioned reinforcement, промежуточная опора
Abstract: В данной выпускной квалификационной работе разрабатывается проект мостового сооружения через реку Онега. Рассматривается три конкурирующих варианта мостов с различными поперечными сечениями: балочное, плитно-ребристое и коробчатое. В ходе выполнения выписной квалификационной работы выполняются следующие задачи: 1. Произвести анализ климата, геологических и гидрологических характеристик места строительства мостового сооружения. 2. Сравнить варианты мостов, для проектирования выбирается наиболее выгодный и целесообразный вариант. 3. Для выбранного варианта произвести расчет пролетного строение в программном комплексе MIDAS Civil. Пролетное строение рассчитывается с учетом предварительнонапряженной арматуры, проверка производилось по двум группам предельных состояний: на прочность, прогиб и трещиностойкость. 4. Выполнить расчет промежуточной опоры и необходимого количества свай. 5. Разработать технологическая карта на устройство буронабивной сваи. 6. На площадке строительства мостового сооружения предусмотреть мероприятия по охране труда рабочих и безопасности, а также разработаны мероприятия по защите окружающей среды. 7. Для выбранного варианта мостового сооружения выполнить чертежи (графическая часть): сравнительные варианты мостов, общий чертеж выбранного варианта, конструкция пролетного строения, конструкция промежуточной опоры, конструкция береговой опоры, стадийность устройства буронабивной сваи, план размещения машин и механизмов при устройстве буронабивных свай, которые расположены в приложении 1. 8. В приложении 2 произвести сметно-экономический расчёт выбранного варианта для двух элементов мостового сооружения: пролетное строение и промежуточная опора., In this final qualifying work, the project of a bridge structure across the Onega river is being developed. Three competing versions of bridges with different cross-sections are considered: beam, plate-ribbed and box-shaped. The following tasks are performed during the discharge qualification work: 1. the climate, geological and hydrological characteristics of the bridge construction site are analyzed. 2. Compares the options of bridges, for the design is selected the most beneficial and effective option. 3. For the selected option made the calculation of the span structure in the software package MIDAS Civil. The superstructure is calculated taking into account prestressed reinforcement. the test was performed for two groups of limit States: strength, deflection and crack resistance. 4. The intermediate support and the required number of piles are calculated. 5.The technological map for the device of a boring pile is being Developed. 6. At the construction site of the bridge structure, measures are provided for the protection of workers ' labor and safety, as well as measures to protect the environment. 7. Drawings are made for the selected bridge construction option (graphic part): comparative options bridges, shared a drawing of the selected option, design of superstructure, design of the intermediate supports, design of coastal props, staging devices bored piles, layout of machines and mechanisms by the installation of bored piles, which are located in Appendix 1. 8. Appendix 2 shows the estimated economic calculation of the selected option for two elements of the bridge structure: the superstructure and the intermediate support.
Published: 2020
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17. Evaluación estructural de un aparcamiento subterráneo en zona urbana. Estudio de alternativas para su refuerzo estructural

Author: Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Marí Bernat, Antonio Ricardo, Oller Ibars, Eva, Agustí Brugarolas, Santiago, Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Marí Bernat, Antonio Ricardo, Oller Ibars, Eva, and Agustí Brugarolas, Santiago
Published: 2019

18. Nuevo puente sobre el río Pisueña

Author: Gartzia Ezeiza, Alain, Pérez Hernando, María Antonia, Gaute Alonso, Álvaro, and Universidad de Cantabria
Subjects: Estructura mixta, Midas Civil, Río Pisueña, Mixed structural system, Steel structure, Puente arco, Estructura metálica, Pisueña river, Puente Bowstring, Arch bridge, Bowstring bridge
Abstract: Máster en Ingeniería de Caminos, Canales y Puertos
Published: 2019

19. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Muroň, Vlastimil, Nečas, Radim, Puda, Vladimír, and Muroň, Vlastimil
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

20. Most přes železniční trať

Author: Panáček, Josef, Russnák, Adam, Prekop, Michal, Panáček, Josef, Russnák, Adam, and Prekop, Michal
Abstract: Diplomová práce se zabývá návrhem silničního mostu kategorie S7,5 na katastrálním území obce Polanka nad Odrou. Byly navrženy tři možné studie. Pro podrobnější zpracování byla vybrána studie komorového nosníku se šikmými stěnami. Výstavba mostu proběhne postupnou výstavbou na pevné skruži. Výpočet účinků zatížení je proveden pomocí výpočetního softwaru Midas Civil 19 v 2.1. a Scia Engineer 19.1. Vybraná studie byla posouzena dle platných evropských norem., Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

21. Most přes železniční trať

Author: Panáček, Josef, Russnák, Adam, Prekop, Michal, Panáček, Josef, Russnák, Adam, and Prekop, Michal
Abstract: Diplomová práce se zabývá návrhem silničního mostu kategorie S7,5 na katastrálním území obce Polanka nad Odrou. Byly navrženy tři možné studie. Pro podrobnější zpracování byla vybrána studie komorového nosníku se šikmými stěnami. Výstavba mostu proběhne postupnou výstavbou na pevné skruži. Výpočet účinků zatížení je proveden pomocí výpočetního softwaru Midas Civil 19 v 2.1. a Scia Engineer 19.1. Vybraná studie byla posouzena dle platných evropských norem., Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

22. Most přes železniční trať a řeku

Author: Panáček, Josef, Zobek, Svatopluk, Kalísová, Eva, Panáček, Josef, Zobek, Svatopluk, and Kalísová, Eva
Abstract: Diplomová práce se zabývá návrhem silničního mostu ve městě Most. Přemosťuje železniční trať a řeku Bílinu. Byly navrženy tři možné varianty jedna z variant byla vybrána a podrobněji zpracována. Řešenou variantou byl oblouk se zavěšenou předepnutou mostovkou trámového průřezu. Nosný prvek je železobetonový páteřní oblouk. Konstrukce je budována na skruži. Statická analýza částečně zahrnuje vliv fázované výstavby. Konstrukce byla posouzena podle EN., The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.

23. Předpjatý most na rychlostní komunikaci

Author: Koláček, Jan, Zlatuška, Karel, Juřenčáková, Jana, Koláček, Jan, Zlatuška, Karel, and Juřenčáková, Jana
Abstract: Diplomová práce se zabývá návrhem silničního mostu na rychlostní komunikaci přes ploché údolí Vsetínské Bečvy mezi městy Valašské Meziříčí a Vsetín. Pro každý směr komunikace je vybudována samostatná nosná konstrukce, pro práci je uvažována pouze pravá nosná konstrukce s větší šířkou nosné konstrukce. Ze dvou vypracovaných variant je vybrána varianta dodatečně předpjatého jednokomorového nosníku o třech polích s rozpětími 48,0 + 65,0 + 48,0 m. Pro vybranou variantu jednokomorového nosníku byly dále vypracovány dvě varianty výstavby mostu. Výsledná varianta je posouzena podle mezních stavů včetně zohlednění vlivu výstavby na jeho návrh. Statický model nosné konstrukce je proveden jako prutový a deskostěnový. Je zpracován statický výpočet, přehledná výkresová dokumentace a vizualizace mostu., The purpose of the diploma thesis is to design a expressway bridge over the river Vsetínská Bečva. The bridge is located between Valašské Meziříčí and Vsetín. Separate superstructures are designed for each directions of the expressway. The right superstructure, which is wider, is considered for detailed design. Two variants were proposed, A double T beam superstructure and a box girder superstructure. The three span box girder superstructure was chosen for the design. Spans are 48+65+48 m long. Two options of construction process of the superstructure were proposed. This bridge is designed according to the limit states, the influence of construction process is considered. Structural models of construction were made as a finite element model and a plate model. Structural analysis, drawings and visualization were developed.

24. Obloukový most přes údolí

Author: Nečas, Radim, Zlatuška, Karel, Velešík, Marek, Nečas, Radim, Zlatuška, Karel, and Velešík, Marek
Abstract: Hlavním předmětem řešení této diplomové práce je návrh a posouzení mostní konstrukce tvořené předpjatým pásem podpíraným ocelovým obloukem. Byly vypracovány tři varianty přemosťující řešené území, z nichž varianta tvořená mezilehlou mostovkou podpíranou obloukem prostřednictvím závěsů, byla vybrána k podrobnějšímu zpracování. Součástí této práce bylo nalezení ideálního tvaru oblouku. Pro analýzu konstrukce byl vytvořen prutový model v softwaru Ansys Mechanical se zohledněním fází výstavby. Správnost modelu byla ověřena sekundárním výpočtovým modelem vytvořeným v softwaru Midas Civil. Pro posouzení konstrukce v příčném směru byl vytvořen deskostěnový model v softwaru Midas Civil. Konstrukce byla posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. Součástí práce je i dynamická analýza., The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.

25. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Komárková, Petra, Zich, Miloš, Nováček, Jan, and Komárková, Petra
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

26. Předpjatý most na rychlostní komunikaci

Author: Koláček, Jan, Zlatuška, Karel, Juřenčáková, Jana, Koláček, Jan, Zlatuška, Karel, and Juřenčáková, Jana
Abstract: Diplomová práce se zabývá návrhem silničního mostu na rychlostní komunikaci přes ploché údolí Vsetínské Bečvy mezi městy Valašské Meziříčí a Vsetín. Pro každý směr komunikace je vybudována samostatná nosná konstrukce, pro práci je uvažována pouze pravá nosná konstrukce s větší šířkou nosné konstrukce. Ze dvou vypracovaných variant je vybrána varianta dodatečně předpjatého jednokomorového nosníku o třech polích s rozpětími 48,0 + 65,0 + 48,0 m. Pro vybranou variantu jednokomorového nosníku byly dále vypracovány dvě varianty výstavby mostu. Výsledná varianta je posouzena podle mezních stavů včetně zohlednění vlivu výstavby na jeho návrh. Statický model nosné konstrukce je proveden jako prutový a deskostěnový. Je zpracován statický výpočet, přehledná výkresová dokumentace a vizualizace mostu., The purpose of the diploma thesis is to design a expressway bridge over the river Vsetínská Bečva. The bridge is located between Valašské Meziříčí and Vsetín. Separate superstructures are designed for each directions of the expressway. The right superstructure, which is wider, is considered for detailed design. Two variants were proposed, A double T beam superstructure and a box girder superstructure. The three span box girder superstructure was chosen for the design. Spans are 48+65+48 m long. Two options of construction process of the superstructure were proposed. This bridge is designed according to the limit states, the influence of construction process is considered. Structural models of construction were made as a finite element model and a plate model. Structural analysis, drawings and visualization were developed.

27. Obloukový most přes údolí

Author: Nečas, Radim, Zlatuška, Karel, Velešík, Marek, Nečas, Radim, Zlatuška, Karel, and Velešík, Marek
Abstract: Hlavním předmětem řešení této diplomové práce je návrh a posouzení mostní konstrukce tvořené předpjatým pásem podpíraným ocelovým obloukem. Byly vypracovány tři varianty přemosťující řešené území, z nichž varianta tvořená mezilehlou mostovkou podpíranou obloukem prostřednictvím závěsů, byla vybrána k podrobnějšímu zpracování. Součástí této práce bylo nalezení ideálního tvaru oblouku. Pro analýzu konstrukce byl vytvořen prutový model v softwaru Ansys Mechanical se zohledněním fází výstavby. Správnost modelu byla ověřena sekundárním výpočtovým modelem vytvořeným v softwaru Midas Civil. Pro posouzení konstrukce v příčném směru byl vytvořen deskostěnový model v softwaru Midas Civil. Konstrukce byla posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. Součástí práce je i dynamická analýza., The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.

28. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Komárková, Petra, Zich, Miloš, Nováček, Jan, and Komárková, Petra
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

29. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Muroň, Vlastimil, Nečas, Radim, Puda, Vladimír, and Muroň, Vlastimil
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

30. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Komárková, Petra, Zich, Miloš, Nováček, Jan, and Komárková, Petra
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

31. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Muroň, Vlastimil, Nečas, Radim, Puda, Vladimír, and Muroň, Vlastimil
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

32. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Nečas, Radim, and Puda, Vladimír
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

33. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Nečas, Radim, and Puda, Vladimír
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

34. Obloukový most přes údolí

Author: Nečas, Radim, Zlatuška, Karel, Nečas, Radim, and Zlatuška, Karel
Abstract: Hlavním předmětem řešení této diplomové práce je návrh a posouzení mostní konstrukce tvořené předpjatým pásem podpíraným ocelovým obloukem. Byly vypracovány tři varianty přemosťující řešené území, z nichž varianta tvořená mezilehlou mostovkou podpíranou obloukem prostřednictvím závěsů, byla vybrána k podrobnějšímu zpracování. Součástí této práce bylo nalezení ideálního tvaru oblouku. Pro analýzu konstrukce byl vytvořen prutový model v softwaru Ansys Mechanical se zohledněním fází výstavby. Správnost modelu byla ověřena sekundárním výpočtovým modelem vytvořeným v softwaru Midas Civil. Pro posouzení konstrukce v příčném směru byl vytvořen deskostěnový model v softwaru Midas Civil. Konstrukce byla posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. Součástí práce je i dynamická analýza., The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.

35. Most přes železniční trať

Author: Panáček, Josef, Russnák, Adam, Panáček, Josef, and Russnák, Adam
Abstract: Diplomová práce se zabývá návrhem silničního mostu kategorie S7,5 na katastrálním území obce Polanka nad Odrou. Byly navrženy tři možné studie. Pro podrobnější zpracování byla vybrána studie komorového nosníku se šikmými stěnami. Výstavba mostu proběhne postupnou výstavbou na pevné skruži. Výpočet účinků zatížení je proveden pomocí výpočetního softwaru Midas Civil 19 v 2.1. a Scia Engineer 19.1. Vybraná studie byla posouzena dle platných evropských norem., Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

36. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Zich, Miloš, and Nováček, Jan
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

37. Předpjatý most na rychlostní komunikaci

Author: Koláček, Jan, Zlatuška, Karel, Koláček, Jan, and Zlatuška, Karel
Abstract: Diplomová práce se zabývá návrhem silničního mostu na rychlostní komunikaci přes ploché údolí Vsetínské Bečvy mezi městy Valašské Meziříčí a Vsetín. Pro každý směr komunikace je vybudována samostatná nosná konstrukce, pro práci je uvažována pouze pravá nosná konstrukce s větší šířkou nosné konstrukce. Ze dvou vypracovaných variant je vybrána varianta dodatečně předpjatého jednokomorového nosníku o třech polích s rozpětími 48,0 + 65,0 + 48,0 m. Pro vybranou variantu jednokomorového nosníku byly dále vypracovány dvě varianty výstavby mostu. Výsledná varianta je posouzena podle mezních stavů včetně zohlednění vlivu výstavby na jeho návrh. Statický model nosné konstrukce je proveden jako prutový a deskostěnový. Je zpracován statický výpočet, přehledná výkresová dokumentace a vizualizace mostu., The purpose of the diploma thesis is to design a expressway bridge over the river Vsetínská Bečva. The bridge is located between Valašské Meziříčí and Vsetín. Separate superstructures are designed for each directions of the expressway. The right superstructure, which is wider, is considered for detailed design. Two variants were proposed, A double T beam superstructure and a box girder superstructure. The three span box girder superstructure was chosen for the design. Spans are 48+65+48 m long. Two options of construction process of the superstructure were proposed. This bridge is designed according to the limit states, the influence of construction process is considered. Structural models of construction were made as a finite element model and a plate model. Structural analysis, drawings and visualization were developed.

38. Lávka přes dálnici D1 v Bohumíně

Author: Nečas, Radim, Puda, Vladimír, Nečas, Radim, and Puda, Vladimír
Abstract: Úkolem této diplomové práce je návrh a posouzení lávky pro pěší přes dálnici D1 v Bohumíně. Jsou vypracovány dvě varianty v podobě studie. Z nich je vybraná zavěšená konstrukce, která je podrobně vypracována. Konstrukce se nachází v půdorysném oblouku s poměrně malým poloměrem, proto je pro analýzu konstrukce vytvořen prutový model, který respektuje skutečnou geometrii konstrukce. Model taktéž zohledňuje fáze výstavby. Konstrukce je posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. V rámci práce je taktéž provedena modální analýza a harmonická odezva konstrukce. Součásti je podrobná výkresová dokumentace., The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.

39. Předpjatý most na rychlostní komunikaci

Author: Koláček, Jan, Zlatuška, Karel, Koláček, Jan, and Zlatuška, Karel
Abstract: Diplomová práce se zabývá návrhem silničního mostu na rychlostní komunikaci přes ploché údolí Vsetínské Bečvy mezi městy Valašské Meziříčí a Vsetín. Pro každý směr komunikace je vybudována samostatná nosná konstrukce, pro práci je uvažována pouze pravá nosná konstrukce s větší šířkou nosné konstrukce. Ze dvou vypracovaných variant je vybrána varianta dodatečně předpjatého jednokomorového nosníku o třech polích s rozpětími 48,0 + 65,0 + 48,0 m. Pro vybranou variantu jednokomorového nosníku byly dále vypracovány dvě varianty výstavby mostu. Výsledná varianta je posouzena podle mezních stavů včetně zohlednění vlivu výstavby na jeho návrh. Statický model nosné konstrukce je proveden jako prutový a deskostěnový. Je zpracován statický výpočet, přehledná výkresová dokumentace a vizualizace mostu., The purpose of the diploma thesis is to design a expressway bridge over the river Vsetínská Bečva. The bridge is located between Valašské Meziříčí and Vsetín. Separate superstructures are designed for each directions of the expressway. The right superstructure, which is wider, is considered for detailed design. Two variants were proposed, A double T beam superstructure and a box girder superstructure. The three span box girder superstructure was chosen for the design. Spans are 48+65+48 m long. Two options of construction process of the superstructure were proposed. This bridge is designed according to the limit states, the influence of construction process is considered. Structural models of construction were made as a finite element model and a plate model. Structural analysis, drawings and visualization were developed.

40. Předpjatý most na rychlostní komunikaci

Author: Koláček, Jan, Zlatuška, Karel, Koláček, Jan, and Zlatuška, Karel
Abstract: Diplomová práce se zabývá návrhem silničního mostu na rychlostní komunikaci přes ploché údolí Vsetínské Bečvy mezi městy Valašské Meziříčí a Vsetín. Pro každý směr komunikace je vybudována samostatná nosná konstrukce, pro práci je uvažována pouze pravá nosná konstrukce s větší šířkou nosné konstrukce. Ze dvou vypracovaných variant je vybrána varianta dodatečně předpjatého jednokomorového nosníku o třech polích s rozpětími 48,0 + 65,0 + 48,0 m. Pro vybranou variantu jednokomorového nosníku byly dále vypracovány dvě varianty výstavby mostu. Výsledná varianta je posouzena podle mezních stavů včetně zohlednění vlivu výstavby na jeho návrh. Statický model nosné konstrukce je proveden jako prutový a deskostěnový. Je zpracován statický výpočet, přehledná výkresová dokumentace a vizualizace mostu., The purpose of the diploma thesis is to design a expressway bridge over the river Vsetínská Bečva. The bridge is located between Valašské Meziříčí and Vsetín. Separate superstructures are designed for each directions of the expressway. The right superstructure, which is wider, is considered for detailed design. Two variants were proposed, A double T beam superstructure and a box girder superstructure. The three span box girder superstructure was chosen for the design. Spans are 48+65+48 m long. Two options of construction process of the superstructure were proposed. This bridge is designed according to the limit states, the influence of construction process is considered. Structural models of construction were made as a finite element model and a plate model. Structural analysis, drawings and visualization were developed.

41. Most přes železniční trať a řeku

Author: Panáček, Josef, Zobek, Svatopluk, Panáček, Josef, and Zobek, Svatopluk
Abstract: Diplomová práce se zabývá návrhem silničního mostu ve městě Most. Přemosťuje železniční trať a řeku Bílinu. Byly navrženy tři možné varianty jedna z variant byla vybrána a podrobněji zpracována. Řešenou variantou byl oblouk se zavěšenou předepnutou mostovkou trámového průřezu. Nosný prvek je železobetonový páteřní oblouk. Konstrukce je budována na skruži. Statická analýza částečně zahrnuje vliv fázované výstavby. Konstrukce byla posouzena podle EN., The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.

42. Most přes železniční trať a řeku

Author: Panáček, Josef, Zobek, Svatopluk, Panáček, Josef, and Zobek, Svatopluk
Abstract: Diplomová práce se zabývá návrhem silničního mostu ve městě Most. Přemosťuje železniční trať a řeku Bílinu. Byly navrženy tři možné varianty jedna z variant byla vybrána a podrobněji zpracována. Řešenou variantou byl oblouk se zavěšenou předepnutou mostovkou trámového průřezu. Nosný prvek je železobetonový páteřní oblouk. Konstrukce je budována na skruži. Statická analýza částečně zahrnuje vliv fázované výstavby. Konstrukce byla posouzena podle EN., The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.

43. Most přes železniční trať

Author: Panáček, Josef, Russnák, Adam, Panáček, Josef, and Russnák, Adam
Abstract: Diplomová práce se zabývá návrhem silničního mostu kategorie S7,5 na katastrálním území obce Polanka nad Odrou. Byly navrženy tři možné studie. Pro podrobnější zpracování byla vybrána studie komorového nosníku se šikmými stěnami. Výstavba mostu proběhne postupnou výstavbou na pevné skruži. Výpočet účinků zatížení je proveden pomocí výpočetního softwaru Midas Civil 19 v 2.1. a Scia Engineer 19.1. Vybraná studie byla posouzena dle platných evropských norem., Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

44. Obloukový most přes údolí

Author: Nečas, Radim, Zlatuška, Karel, Nečas, Radim, and Zlatuška, Karel
Abstract: Hlavním předmětem řešení této diplomové práce je návrh a posouzení mostní konstrukce tvořené předpjatým pásem podpíraným ocelovým obloukem. Byly vypracovány tři varianty přemosťující řešené území, z nichž varianta tvořená mezilehlou mostovkou podpíranou obloukem prostřednictvím závěsů, byla vybrána k podrobnějšímu zpracování. Součástí této práce bylo nalezení ideálního tvaru oblouku. Pro analýzu konstrukce byl vytvořen prutový model v softwaru Ansys Mechanical se zohledněním fází výstavby. Správnost modelu byla ověřena sekundárním výpočtovým modelem vytvořeným v softwaru Midas Civil. Pro posouzení konstrukce v příčném směru byl vytvořen deskostěnový model v softwaru Midas Civil. Konstrukce byla posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. Součástí práce je i dynamická analýza., The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.

45. Obloukový most přes údolí

Author: Nečas, Radim, Zlatuška, Karel, Nečas, Radim, and Zlatuška, Karel
Abstract: Hlavním předmětem řešení této diplomové práce je návrh a posouzení mostní konstrukce tvořené předpjatým pásem podpíraným ocelovým obloukem. Byly vypracovány tři varianty přemosťující řešené území, z nichž varianta tvořená mezilehlou mostovkou podpíranou obloukem prostřednictvím závěsů, byla vybrána k podrobnějšímu zpracování. Součástí této práce bylo nalezení ideálního tvaru oblouku. Pro analýzu konstrukce byl vytvořen prutový model v softwaru Ansys Mechanical se zohledněním fází výstavby. Správnost modelu byla ověřena sekundárním výpočtovým modelem vytvořeným v softwaru Midas Civil. Pro posouzení konstrukce v příčném směru byl vytvořen deskostěnový model v softwaru Midas Civil. Konstrukce byla posouzena z hlediska mezního stavu použitelnosti a únosnosti dle současně platných norem. Součástí práce je i dynamická analýza., The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.

46. Most přes železniční trať

Author: Panáček, Josef, Russnák, Adam, Panáček, Josef, and Russnák, Adam
Abstract: Diplomová práce se zabývá návrhem silničního mostu kategorie S7,5 na katastrálním území obce Polanka nad Odrou. Byly navrženy tři možné studie. Pro podrobnější zpracování byla vybrána studie komorového nosníku se šikmými stěnami. Výstavba mostu proběhne postupnou výstavbou na pevné skruži. Výpočet účinků zatížení je proveden pomocí výpočetního softwaru Midas Civil 19 v 2.1. a Scia Engineer 19.1. Vybraná studie byla posouzena dle platných evropských norem., Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

47. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Zich, Miloš, and Nováček, Jan
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

48. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Zich, Miloš, and Nováček, Jan
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

49. Návrh předpjatého mostu na R1 u Nitry

Author: Zich, Miloš, Nováček, Jan, Zich, Miloš, and Nováček, Jan
Abstract: Abstrakt Tato diplomová práce se zabývá návrhem silničního mostu na R1 u Nitry, přemosťující řeku Nitru. Jsou navrženy tři varianty řešení, z nichž je právě jedna vybrána a detailněji rozpracována. Jedná se o tříkomorový nosník z předpjatého betonu, postupně budovaného technologií letmé betonáže. Ve statické analýze je uvažováno s vlivem postupné výstavby. Most je posouzen podle evropských norem. Posouzeny byly mezní stavy pro dočasní i trvalé návrhové situace. Součástí diplomové práce jsou přehledné výkresy, znázornění stavebního postupu a schémata předpínací a betonářské výztuže., This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.

50. Most přes železniční trať a řeku

Author: Panáček, Josef, Zobek, Svatopluk, Kalísová, Eva, Panáček, Josef, Zobek, Svatopluk, and Kalísová, Eva
Abstract: Diplomová práce se zabývá návrhem silničního mostu ve městě Most. Přemosťuje železniční trať a řeku Bílinu. Byly navrženy tři možné varianty jedna z variant byla vybrána a podrobněji zpracována. Řešenou variantou byl oblouk se zavěšenou předepnutou mostovkou trámového průřezu. Nosný prvek je železobetonový páteřní oblouk. Konstrukce je budována na skruži. Statická analýza částečně zahrnuje vliv fázované výstavby. Konstrukce byla posouzena podle EN., The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.

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