Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column

Through applying MSC.Marc nonlinear finite element software, this research is to explore the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading. The result shows that the MSC.Marc calculation results are quite consistent with the experimental data, and ca...

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Bibliographic Details
Main Authors: Zhang Shuai, Chen Shao-ji, Li Zhe, Zhang Jian-shan
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:MATEC Web of Conferences
Subjects:
Online Access:http://dx.doi.org/10.1051/matecconf/20166703003