Experimental study of earthquake-resilient PBCSC with double flange cover plates-Reference-Cited by-同舟云学术

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Experimental study of earthquake-resilient PBCSC with double flange cover plates

Published:2018-04 Issue: Volume:143 Page:343-356
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ai-lin Zhang,Ran Li,Zi-qin Jiang,Zhen-yu Zhang

Funder

National Key Basic Research and Development Program of China

National Natural Science Foundation of China

Beijing Natural Science Foundation

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

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

Reference32 articles.

1. Seismic performance of prefabricated steel beam-to-column connections;Hu;J. Constr. Steel Res.,2014

2. Static and seismic experiment for welded joints in modularized prefabricated steel structure;Liu;J. Constr. Steel Res.,2015

3. Theoretical study on design methods for pinned assembled BRB with flat core;Jiang;Eng. Struct.,2017

4. Behaviour of bolted end-plate connections to concrete-filled steel columns;Tao;J. Constr. Steel Res.,2017

5. End detailing experimental study of the pinned double-rectangular tube assembled buckling-restrained brace;Jiang;J. Constr. Steel Res.,2017

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1. Seismic behavior of high-performance steel (HPS) weakened beam-column joints: Experimental tests and numerical analysis;Journal of Building Engineering;2024-09

2. Experimental and numerical investigations of seismic performance of stepped beam-column joints with diﬀerent connection forms;Journal of Building Engineering;2024-08

3. One-way shaking table test study of resilient steel frame with seismic isolated floor system;Journal of Constructional Steel Research;2024-04

4. Experimental study on the seismic behavior of an innovative stepped beam-column joint;Journal of Constructional Steel Research;2024-03

5. Experimental investigations of beam-column joints with replaceable BRFCPs using sliding restraint plates;Structures;2024-02

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