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Modified Reinforced Concrete Plane Stress Element Formulation for the Nonlinear Response of Seismic Resisting Systems

Design of economic seismic resisting structural systems with an acceptable safety margin requires continuous improvements for the available numerical models and analysis tools. In this work, an improved reinforced concrete membrane element based on the modified compression filed theory (MCFT) is pre...

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Principais autores: Hassan Ghatass, Ahmed Abdel Khalik, Ezat Sallam
Formato: Artigo
Idioma:Inglês
Publicado em: Port Said University 2016-09-01
coleção:Port Said Engineering Research Journal
Assuntos:
floor systems
rc frames
shear walls
flexibility based
plane stress
nonlinear
static response
Acesso em linha:https://pserj.journals.ekb.eg/article_33584_e4a1504cdd615abab64934fde305307d.pdf
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