The Institute of Theoretical and Applied Mechanics 4 records found  Search took 0.03 seconds. 
1.
A major source of variability in seismic responses of structures arises from selecting the earthquake Intensity Measure (IM), for conducting nonlinear dynamic analysis, r [...]
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The nonlinear static procedure (NSP) based on pushover analysis is restricted with a single mode response. Then, the NSP is valid for low-rise buildings where the behavio [...]
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This paper investigates the accuracy of the modal pushover analysis to estimate the seismic performance of high rise buildings. The effects of structural irregularities i [...]
4.

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3 Khoshnoudian, Faramarz
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