Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions
نویسندگان
چکیده
منابع مشابه
higher mode effects in the pushover analysis of rc buildings subjected to the near-fault ground motions
accurate identification of seismic hazard and the estimation of associated seismic demands are the key components in the performance-based seismic design (pbsd). although nonlinear time history (nth) analysis is the most precise procedure to evaluate the seismic demands of buildings structures, it is relatively complex and time-consuming for routine applications. nonlinear static procedures (ns...
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ژورنال
عنوان ژورنال: Applied Sciences
سال: 2020
ISSN: 2076-3417
DOI: 10.3390/app10196738