Cyclic shear test and stiffness study of a cross-section-type shear connector connection-Reference-Cited by-同舟云学术

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Cyclic shear test and stiffness study of a cross-section-type shear connector connection

Published:2024-01 Issue: Volume:212 Page:108318
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Hu Shujun,Liao Yuan,Zeng Sizhi,Huang Hai,Yu Yujie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Performance of a moment resisting beam-column connection for precast concrete construction;Eray;Eng. Struct.,2021

2. Seismic performance of prefabricated middle frame composed of special-shaped columns with built-in lattice concrete-filled circular steel pipes;Chen;Structures.,2021

3. State-of-the-art of earthquake resilient structures;Lu;J Build Struct.,2019

4. Analytical and numerical investigation of overstrength factors for very short shear links in EBFs;Hu;KSCE J. Civ. Eng.,2018

5. The experimental study of eccentrically braced frames with double vertical links;Rezaeian;J. Constr. Steel Res.,2022

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanical Properties and Influence Factors of Ordinary Shear Links;Buildings;2024-01-09

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