Hysteric model and pushover analysis of steel-reinforced reactive powder concrete columns-Reference-Cited by-同舟云学术

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Hysteric model and pushover analysis of steel-reinforced reactive powder concrete columns

Published:2024-12 Issue: Volume:21 Page:e03499
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Zhang Lingfeng,Li Qianyi,Wang Kun,Xu Guanpu,Yan Kai,Lu Yelei

Publisher

Elsevier BV

Reference24 articles.

1. Experimental study on seismic behavior of composite frame consisting of SRC beams and SRUHSC columns subjected to cyclic loading;Zhang;Constr. Build. Mater.,2016

2. Experiment study on bond slip behavior between section steel and concrete in SRC structures;Yang;J. Build. Struct.,2005

3. Seismic performance of steel-reinforced concrete composite columns in existing and modern construction;Hassan;Soil. Dyn. Earthq. Eng.,2021

4. Bond-slip behavior between reactive powder concrete and H-shaped steel;Zhang;J. Constr. Steel Res.,2023

5. Behavior of steel-reinforced composite concrete columns under combined axial and lateral cyclic loading;Gautham;J. Build. Eng.,2021

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