Seismic performance of full-scale prefabricated semi-rigid bolted connection between RC column and composite beam-Reference-Cited by-同舟云学术

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Seismic performance of full-scale prefabricated semi-rigid bolted connection between RC column and composite beam

Published:2024-01 Issue: Volume:212 Page:108176
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mu Xiaohua,Yang Yuanlong,Liu Jiepeng,Shen Keyu,Chen Yohchia Frank

Publisher

Elsevier BV

Subject

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

Reference47 articles.

1. Research advances of steel-concrete composite structural systems [J];Nie;J. Build. Struct.,2010

2. Seismic response analysis of semi-rigidly connected composite frames[J];Hu;Earthq. Resist. Eng. Retrofitting,2007

3. Flexural Behavior of Steel-Precast Concrete Composite Beams[D];Wang,2012

4. Review on seismic performance of connection joints of prefabricated concrete frame structures[J]. Industrial;Gao;Construction,2021

5. Towards deformation-based capacity design of RCS beam–column connections[J];Parra-Montesinos;Eng. Struct.,2003

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. Vertical loading tests of a prefabricated steel corbel connected with composite wall;Journal of Constructional Steel Research;2024-11

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