190 results on '"KALKAN, Erol"'
Search Results
52. Summary of the GK15 Ground‐Motion Prediction Equation for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental Earthquakes
53. The Impact of the European Union on the Democratization of Civil-Military Relations in Turkey
54. Significance of Rotating Ground Motions on Behavior of Symmetric- and Asymmetric-Plan Structures: Part I. Single-Story Structures
55. Significance of Rotating Ground Motions on Behavior of Symmetric- and Asymmetric-Plan Structures: Part II. Multi-Story Structures
56. Relationship betweenHelicobacter pyloriInfections in Diabetic Patients and Inflammations, Metabolic Syndrome, and Complications
57. Update of the Graizer-Kalkan ground-motion prediction equations for shallow crustal continental earthquakes
58. Experimental evaluation of four ground-motion scaling methods for dynamic response-history analysis of nonlinear structures.
59. System Identification Based on Deconvolution and Cross Correlation: An Application to a 20-Story Instrumented Building in Anchorage, Alaska.
60. Special Issue on Computational Simulation in Structural Engineering
61. Pros and Cons of Rotating Ground Motion Records to Fault-Normal/Parallel Directions for Response History Analysis of Buildings
62. Attenuation relationship based on strong motion data recorded in Turkey
63. Seismic evaluation of existing multi storey reinforced concrete building
64. Global Ground Motion Prediction Equation for Shallow Crustal Regions
65. Real-time seismic monitoring of Veterans Affairs hospital buildings
66. UNLV’s environmentally friendly Science and Engineering Building is monitored for earthquake shaking
67. An Automatic P-Phase Arrival-Time Picker.
68. THE IMPACT OF THE EUROPEAN UNION ON THE DEMOCRATIZATION OF CIVIL-MILITARY RELATIONS IN TURKEY.
69. Evaluation of Modal Pushover–Based Scaling of One Component of Ground Motion: Tall Buildings
70. How Many Records Should be used in an ASCE/SEI-7 Ground Motion Scaling Procedure?
71. Assessment of Modal-Pushover-Based Scaling Procedure for Nonlinear Response History Analysis of Ordinary Standard Bridges
72. Evaluation of fault-normal/fault-parallel directions rotated ground motions for response history analysis of an instrumented six-story building
73. Helping safeguard Veterans Affairs' hospital buildings by advanced earthquake monitoring
74. Real-time seismic monitoring of instrumented hospital buildings
75. Advanced earthquake monitoring system for U.S. Department of Veterans Affairs medical buildings--instrumentation
76. Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings?
77. Modal-Pushover-Based Ground-Motion Scaling Procedure
78. Special Issue on Earthquake Ground-Motion Selection and Modification for Nonlinear Dynamic Analysis of Structures
79. Required number of records for ASCE/SEI 7 ground-motion scaling procedure
80. Seismic Hazard Mapping of California considering Site Effects
81. Recorded Motions of the 6 April 2009 Mw6.3 L'Aquila, Italy, Earthquake and Implications for Building Structural Damage: Overview
82. Practical guidelines to select and scale earthquake records for nonlinear response history analysis of structures
83. Documentation for assessment of modal pushover-based scaling procedure for nonlinear response history analysis of "ordinary standard" bridges
84. Assessment of ASCE-7 Ground Motion Scaling Method Using Computer Model of Instrumented High-Rise Building
85. Prediction of Spectral Acceleration Response Ordinates Based on PGA Attenuation
86. Editorial to seismic protection special issue
87. Relevance of Absolute and Relative Energy Content in Seismic Evaluation of Structures
88. Behavior of tunnel form buildings under quasi-static cyclic lateral loading
89. Effective Cyclic Energy as a Measure of Seismic Demand
90. Pros and cons of multistory RC tunnel‐form (box‐type) buildings
91. Ground Motion Attenuation Model for Peak Horizontal Acceleration from Shallow Crustal Earthquakes
92. Effects of Fling Step and Forward Directivity on Seismic Response of Buildings
93. Discussion of the paper ‘An empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach’
94. IDA Capacity Curves: The Need for Alternative Intensity Factors
95. Erratum: “Site-Dependent Spectra Derived from Ground Motion Records in Turkey” [Earthquake Spectra 20, 1111–1138 (2004)]
96. Site-Dependent Spectra Derived from Ground Motion Records in Turkey
97. Empirical Attenuation Equations for Vertical Ground Motion in Turkey
98. Erratum for "Delaney Park Geotechnical Array Dynamic Properties Inferred from the Magnitude 7.1 2018 Anchorage, Alaska, Earthquake Sequence" by Erol Kalkan, Weiping Wen, and YeongAe Heo.
99. Assessment of ASCE-7 Ground Motion Scaling Method Using Computer Model of Instrumented High-Rise Building.
100. Estimation of fundamental periods of shear‐wall dominant building structures
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