Analytical comparison between seismic performance of middle-rise bundled tube and 3d moment frame structures

In this study, the performance of resistant skeleton of mid-rise moment frames under scaled near-field earthquake records have been evaluated by using both, incremental dynamic and nonlinear dynamic time history analyses. Also, a brief explanation of this concept through the perspective of the forma...

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Autors principals:	Vahideh Shirvani Harandi, Afshin Meshkat-Dini, Ali Massumi
Format:	Artigo
Idioma:	Persa
Publicat:	University of Qom 2019-02-01
Col·lecció:	پژوهش‌های زیرساخت‌های عمرانی
Matèries:	"incremental dynamic analysis " " nonlinear dynamic time history analysis " " bundled tube frame " " 3d moment frame " " near-fault ground motion "
Accés en línia:	https://cer.qom.ac.ir/article_1266_d3ab8359cddc330676cf748c908c81e7.pdf
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