Cyclic behaviour of beam-to-column joints with cast steel connectors-Reference-Cited by-同舟云学术

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Cyclic behaviour of beam-to-column joints with cast steel connectors

Published:2016-01 Issue: Volume:116 Page:114-130
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tong Lewei,Chen Yingzhi,Chen Yiyi,Fang Cheng

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. Lessons from damage to steel buildings during the Northridge earthquake;Mahin;Eng. Struct.,1998

2. Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake;Nakashima;Eng. Struct.,1998

3. Failure analysis of welded steel moment-resisting frame connections;Barsom;J. Mater. Civ. Eng.,2002

4. Reinforcing of steel moment connections with cover plates: benefits and limitations;Engelhardt;Eng. Struct.,1998

5. Experimental evaluation of plate-reinforced steel moment-resisting connections;Kim;J. Struct. Eng.,2002

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1. Numerical study on the seismic performance of H-beam to built-in CFRP circular tube CFST column joint with replaceable energy dissipation angle steel;Structures;2024-09

2. Experimental response of semi-rigid reinforced concrete beam-column joints with bolted angle dissipating connections;Journal of Building Engineering;2024-08

3. Seismic resilient steel moment connections with top shear tabs and bottom replaceable metallic fuse: Analytical and experimental study;Engineering Structures;2024-05

4. Study on failure modes and calculation method of the cast steel joint with branches in treelike structure;Archives of Civil Engineering;2024-03-29

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