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Copyright of e-Zbornik: Electronic Collection of Papers of the Faculty of Civil Engineering is the property of University of Mostar, Faculty of Civil Engineering, Architecture & Geodesy 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.)

This paper is a continuation of the research on the influence of different modeling of the subgrade reaction coefficient on the selected static system. This paper analyzes the behavior of a two-story reinforced concrete frame for different foundation dimensions and different values of the subgrade reaction coefficient. It presents an overview of values of these coefficients, which represent the stiffness of Winkler springs with respect to the specific geometry of shallow foundations. The values are different depending on the author, and the average value was used as relevant for comparison. Results of the numerical analysis for an individual reinforced concrete two-story frame were obtained using the SE_Calc and Tower 8 programs. After obtaining the results for each individual frame, they were combined and analyzed [ABSTRACT FROM AUTHOR]

The paper presents the structural design of a toll station building on the highway. The subject building consists of two different types of structures, a reinforced concrete skeleton structure of ground floor with a flat roof and a steel structure of the canopy. Two reinforced concrete columns that support the canopy rise above the flat ground floor building. This is also the connection between the concrete and steel structure. All structural elements are calculated according to the current Eurocode regulations and National Annexes. [ABSTRACT FROM AUTHOR]

Considering the development of tourism in the coastal area, there are more and more demands for the construction of urban villas. Therefore, this paper presents the structural response for the design solution of an urban villa located in the Croatian coastal area. The original architectural design of the villa is the work of Mexican architect Elias Rizo and is recorded under the name of "VR Tapalpa House / Elias Rizo Arquitectos". Several variant solutions were modeled. A load bearing system consisting of a mixed wall part (left lamella) and a skeleton part (right lamella) suggested itself as the final optimal structural solution. [ABSTRACT FROM AUTHOR]

Considering the development of tourism in the coastal area, there are more and more demands for the construction of urban villas. Therefore, this paper presents the structural response for the design solution of an urban villa located in the Croatian coastal area. The original architectural design of the villa is the work of Mexican architect Elias Rizo and is recorded under the name of "VR Tapalpa House / Elias Rizo Arquitectos". Several variant solutions were modeled. A load bearing system consisting of a mixed wall part (left lamella) and a skeleton part (right lamella) suggested itself as the final optimal structural solution. [ABSTRACT FROM AUTHOR]

Due to its specificity, the reconstruction of the stone-built masonry facilities in Herzegovina was made by a smaller number of construction companies. The reason for this is primarily reflected in the small number of skilled labour and the availability of specific tools. One of the companies that has been particularly prominent in this field is the company DZG "Građevinar Fajić" d.o.o. headquartered in Mostar, and which is evidenced by numerous objects made by them. Due to the limited number of pages in this paper, only some examples of traditional tools used by this company for stone processing will be mentioned in order to encourage other authors to investigate this phenomena in the area of Herzegovina. Finally, an example of a recently constructed simplest walled stone building is cited. [ABSTRACT FROM AUTHOR]

In numerical modeling of structures, it is necessary to model the soil on which the structures rest. This soil simulation is performed through the Winkler springs model. In the simplest case of shallow foundations, this is done through the coefficient of soil reaction. Since a large number of authors have dealt with this topic, for the needs of a more reliable modeling, the SE_Calc software solution has been developed. The subgrade reaction is calculated on the templates of several authors in order to graphically display their relationships. [ABSTRACT FROM AUTHOR]

In numerical modeling of structures, it is necessary to model the soil on which the structures rest. This soil simulation is performed through the Winkler springs model. In the simplest case of shallow foundations, this is done through the coefficient of soil reaction. Since a large number of authors have dealt with this topic, for the needs of a more reliable modeling, the SE_Calc software solution has been developed. The subgrade reaction is calculated on the templates of several authors in order to graphically display their relationships. [ABSTRACT FROM AUTHOR]

This paper presents the project solution of the steel road bridge on the highway M-5, in the Vitez - Travnik direction. The bridge design was inspirited by the existing bridge already built in Italy, in Lazio. The name of the bridge is "PONTE DELLA SCIENZA" (The Scientists bridge). The characteristic of this bridge is that the spatial structure consists of two different static systems: First part of the structure is the spindle static system. The second part of the structure is cantilever arm supported by the two piers and concrete foundation. For this reason, due to the specificity of the construction, the analysis and dimensioning of each segment was performed separately, considering segment interactions. [ABSTRACT FROM AUTHOR]

This paper deals with analysis of loads on a specific hall structure positioned in the direction north-south. A particular site, further specified in the paper, was selected in order to be able to adopt specific parameters required for the calculation. The analysis of loads was conducted in accordance with European standards. Since national supplements have not yet been adopted in our country and Eurocodes are inapplicable, equivalent data from Croatia were adopted. [ABSTRACT FROM AUTHOR]

The paper briefly presents a project solution for the pedestrian-cycling bridge, on the observed subsection 1, along the road line Bulevar. The impossibility of pedestrians to use one side of the section and a better connection between the center and the industrial area of Mostar, were the main reasons why this specific location was selected. The inspiration for this project was the pedestrian-cycling bridge in the city of Pescara in Italy (,,Ponte del Mare''). Before the very beginning of the project, it was necessary to pay attention to certain bridge settings (the position and the type of the bridge and the superstructure assembly) and on the actions on the bridge (bridge loads and their effect). The original design was a cable stayed bridge with pylon and anchoring ties, with the lanes separating along the entire bridge. With the choice of a symmetric schedule of cables around the pylon, a part of the route remains unused. Since the unused part is in the straight line, the ideal solution was the combination of a continuous (in straight line) and a cable stayed bridge. Calculation and sizing are, due to the specifics of an individual part of the bridge, made separately. [ABSTRACT FROM AUTHOR]

Block plan of a one-nave industrial hall, 48.0m in system length and 22.5m in width, is served by a bridge crane of the capacity 320kN, span 20.5m, with top edge of the rail (GIŠ) at the level +10.326m. Width and height of the hall are also dependent on overall dimensions of the crane. Taking this into account, as well as cross-sectional dimensions of columns and beams, the two-hinged frame structural system, the system width of the hall of 22.5m and system height of columns of 13.5m were adopted. The roofing is double-skin profiled aluminum sandwich panel (technopanel-polyurethane) with the appropriate thermal insulation and waterproofing. The roof is pitched with a 5.80 slope. [ABSTRACT FROM AUTHOR]