Forced-based Shear-flexure-interaction Frame Element for Nonlinear Analysis of Non-ductile Reinforced Concrete Columns

Forced-based Shear-flexure-interaction Frame Element for Nonlinear Analysis of Non-ductile Reinforced Concrete Columns

An efficient frame model with inclusion of shear-flexure interaction is proposed here for nonlinear analyses of columns commonly present in reinforced concrete (RC) frame buildings constructed prior to the introduction of modern seismic codes in the Seventies. These columns are usually characterized...

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Bibliographic Details
Main Authors:	Worathep Sae-Long, Suchart Limkatanyu, Chayanon Hansapinyo, Thanongsak Imjai, MInho Kwon
Format:	Article
Language:	English
Published:	Shahid Chamran University of Ahvaz 2020-12-01
Series:	Journal of Applied and Computational Mechanics
Subjects:	timoshenko frame element shear-flexure interaction fiber frame element seismic nonlinear analysis forced-based formulation flexure-shear critical column
Online Access:	https://jacm.scu.ac.ir/article_15480_83561e84a20c9025bf7342102dcf5e71.pdf

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