Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members

Abstract To quantify the post-earthquake residual seismic capacity of reinforced concrete (RC) column members, experimental data for 6 column specimens with flexural, flexural–shear and shear failure modes are used to derive residual seismic capacity of damaged RC column members for specified damage...

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Bibliographic Details
Published in:International Journal of Concrete Structures and Materials
Main Authors: Chien-Kuo Chiu, Hsin-Fang Sung, Kai-Ning Chi, Fu-Pei Hsiao
Format: Article
Language:English
Published: SpringerOpen 2019-02-01
Subjects:
reinforced concrete
building
residual seismic performance
crack width
reduction factor
Online Access:http://link.springer.com/article/10.1186/s40069-019-0338-z

Internet

http://link.springer.com/article/10.1186/s40069-019-0338-z

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