Earthquake Response and Pushover Analysis of Piloti Buildings Supported by SRC Columns
نویسندگان
چکیده
منابع مشابه
Modal Pushover Analysis of SAC Buildings
The nonlinear static procedure (NSP) or pushover analysis in FEMA-273 [FEMA, 1997] has become a standard procedure in current structural engineering practice. Seismic demands are computed by nonlinear static analysis of the structure, which is subjected to monotonically increasing lateral forces with an invariant height-wise distribution until a target displacement is reached. None of the curre...
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Evaluated is the accuracy of the modal pushover analysis in estimating the seismic demands for six SAC buildings, excluding gravity-loads and P-delta effects. These results are compared with those obtained by nonlinear response history analysis and three force distributions in FEMA-273.
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15 صفحه اولEvaluation of Modal and FEMA Pushover Analyses: SAC Buildings
This paper comprehensively evaluates the Modal Pushover Analysis (MPA) procedure against the ‘‘exact’’ nonlinear response history analysis (RHA) and investigates the accuracy of seismic demands determined by pushover analysis using FEMA-356 force distributions; the MPA procedure in this paper contains several improvements over the original version presented in Chopra and Goel (2002). Seismic de...
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ژورنال
عنوان ژورنال: Civil Engineering and Architecture
سال: 2020
ISSN: 2332-1091,2332-1121
DOI: 10.13189/cea.2020.080214