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...
Main Authors: | , , , , |
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Format: | Article |
Language: | English |
Published: |
Shahid Chamran University of Ahvaz
2020-12-01
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Series: | Journal of Applied and Computational Mechanics |
Subjects: | |
Online Access: | https://jacm.scu.ac.ir/article_15480_83561e84a20c9025bf7342102dcf5e71.pdf |