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Multistage seismic damage constitutive model and parameter calibration of reinforced concrete columns

Xing Chenxi Shu Yiwei Zhu Xiaojie Zhong Jian

Journal of Southeast University(English Edition)2024，Vol.40Issue(4)：P.386-395,10.

Journal of Southeast University(English Edition)2024，Vol.40Issue(4)：P.386-395,10.DOI:10.3969/j.issn.1003-7985.2024.04.007

Multistage seismic damage constitutive model and parameter calibration of reinforced concrete columns

Xing Chenxi ¹Shu Yiwei ²Zhu Xiaojie ³Zhong Jian⁴

作者信息

1. School of Law,Southeast University,Nanjing 210096,China
2. School of Civil Engineering,Hefei University of Technology,Hefei 230009,China
3. Key Laboratory of Concrete and Pre-stressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China
4. School of Civil Engineering,Hefei University of Technology,Hefei 230009,China Key Laboratory of Concrete and Pre-stressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China
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摘要

关键词

moment-curvature analysis/fragility analysis/curvature ductility/seismic multilevel damage/trilinear model

分类

建筑与水利

引用本文复制引用

Xing Chenxi,Shu Yiwei,Zhu Xiaojie,Zhong Jian..Multistage seismic damage constitutive model and parameter calibration of reinforced concrete columns[J].Journal of Southeast University(English Edition),2024,40(4):P.386-395,10.

基金项目

The National Natural Science Foundation of China(No.52208468,52178125) （No.52208468,52178125）

Fundamental Research Funds for Central Universities(No.2242023S20004). （No.2242023S20004）

Journal of Southeast University(English Edition)

ISSN：1003-7985

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