Experimental study on the hysteresis behavior of L-shaped double-skin composite wall with concrete-filled steel tubes-Reference-Cited by-同舟云学术

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Experimental study on the hysteresis behavior of L-shaped double-skin composite wall with concrete-filled steel tubes

Published:2021-10 Issue: Volume:245 Page:112965
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Zongping,Liang Yuhan,Liu Xiang,Cai Jingming

Funder

Guangxi Key Laboratory of Disaster Prevention and Engineering Safety

Specific Research Project of Guangxi for Research Bases and Talents

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Experimental study on seismic behavior of steel plate reinforced concrete composite shear wall;Wang;Eng Struct,2018

2. Seismic performance of precast composite shear walls reinforced by concrete-filled steel tubes;Wu;Eng Struct,2018

3. Seismic performance assessment of a precast concrete-e7ncased CFST composite wall with twin steel tube connections;Zhou;Eng Struct,2020

4. A state-of-the-art review on double-skinned composite wall systems;Hilo;Thin-Walled Structures,2015

5. Effect of confinement on steel–concrete composite light-weight load-bearing wall panels under compression;Prabha;J Constr Steel Res,2013

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1. Hysteretic model and numerical simulation method of T-shaped SRC column–steel beam joints;Journal of Constructional Steel Research;2024-08

2. Seismic performance of concrete-filled double corrugated-steel-plate shear wall with T-section;Journal of Constructional Steel Research;2024-08

3. Combined axial load-biaxial bending interaction method for L-shaped CFSP shear walls;Structures;2024-07

4. Seismic performance of special-shaped hexagonal concrete filled steel tubes with inner diaphragm plates and shear studs;Engineering Structures;2024-02

5. The seismic behaviors of steel-concrete-steel composite walls with dumbbell-shaped connectors;Journal of Constructional Steel Research;2023-12

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