Seismic Performance of Reinforced Concrete Structures with Corrugated Steel Plate Shear Walls and Evaluation of Seismic Performance Factors, M.Sc. Thesis Sharif University of Technology ; Mofid, Masoud (Supervisor)
Abstract
There are two aspects to this research. In the first section, a numerical method is used to analyze the seismic performance of reinforced concrete frames with corrugated and flat steel shear walls as a lateral bearing system. In the second section, the seismic performance factors for reinforced concrete frames with corrugated steel shear walls (response modification factor (R), overstrength factor (Ω_0), and deflection amplification factor (C_d)) for reinforced concrete frame with corrugated steel shear walls have been determined.In the first section of this study, a three-story reinforced concrete frame with a flat steel shear wall with a scale of one to three is validated in finite element...
Cataloging briefSeismic Performance of Reinforced Concrete Structures with Corrugated Steel Plate Shear Walls and Evaluation of Seismic Performance Factors, M.Sc. Thesis Sharif University of Technology ; Mofid, Masoud (Supervisor)
Abstract
There are two aspects to this research. In the first section, a numerical method is used to analyze the seismic performance of reinforced concrete frames with corrugated and flat steel shear walls as a lateral bearing system. In the second section, the seismic performance factors for reinforced concrete frames with corrugated steel shear walls (response modification factor (R), overstrength factor (Ω_0), and deflection amplification factor (C_d)) for reinforced concrete frame with corrugated steel shear walls have been determined.In the first section of this study, a three-story reinforced concrete frame with a flat steel shear wall with a scale of one to three is validated in finite element...
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