The Seismic Performance and Global Collapse Resistance Capacity of Infilled Reinforced Concrete Frames Considering the Axial–Shear–Bending Interaction of Columns

This paper presents a mechanism and method for simulating the axial–shear–bending interaction of a reinforced concrete (RC) column. The three-dimensional model of a multi-story infilled RC frame was modeled using the OpenSees software. Static pushover and nonlinear dynamic analyses under fortificati...

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Principais autores:	Linjie Huang, Jianping Han, Hongwei Wen, Chunyu Li, Haocheng He, Yuxin Luo, Zhendong Qian
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2022-11-01
coleção:	Buildings
Assuntos:	seismic performance axial–shear–bending interaction shaking-table test infilled RC frame nonlinear dynamic analysis global collapse resistance capacity
Acesso em linha:	https://www.mdpi.com/2075-5309/12/11/2030
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