Experimental and numerical investigation of the hysteretic behavior of reinforced concrete column-steel beam interior joints under low seismic intensity levels-Reference-Cited by-同舟云学术

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Experimental and numerical investigation of the hysteretic behavior of reinforced concrete column-steel beam interior joints under low seismic intensity levels

Published:2024-03-25 Issue: Volume: Page:1-21
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhang Zaihua¹²^ORCID,Chen Guangfei³,Luo Wei³,Mao Guangxiang¹

Affiliation:

1. Civil Engineering College, Hunan City University, Yiyang, P. R. China

2. Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang, P. R. China

3. Civil Engineering College, Xiangtan University, Xiangtan, P. R. China

Funder

the Scientific Research Project of Education Department of Hunan Province

the Hunan Natural Science Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2329993

Reference29 articles.

1. AIJ Composite RCS Structures Sub-Comrnittee. (1994). AIJ design guidelines for composite RCS joints. Architectural Institute of Japan Tokyo.

2. The seismic performance of new detailing for RCS connections

3. Experimental investigation of RCS connections performance using self-consolidated concrete

4. Dassault Systems Simulia Corp. (2010). ABAQUS analysis user’s manual 6.10-EF. Providence, RI: Dassault Systems Simulia Corp.

5. GB 50010. (2015). Code for design of concrete structures. Beijing: China Architecture and Building Press. (in Chinese).

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