Experimental seismic behaviour of bottom-through-diaphragm and top-ring connection to SST columns-Reference-Cited by-同舟云学术

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Experimental seismic behaviour of bottom-through-diaphragm and top-ring connection to SST columns

Published:2018-11 Issue: Volume:150 Page:249-260
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Cao Shi,Shu Ganping,Lin Kunhong,Qin Ying

Funder

Jiangsu province

Jiangsu Higher Education Institutions

national key research and development program of China

People's Republic of China

Jiangsu Province

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Design Guide for Concrete Filled Hollow Section Columns under Static and Seismic Loading;Bergmann,1995

2. Steel moment frames for earthquakes in United States and Japan;Nakashima;J. Struct. Eng.,2000

3. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthq Eng Eng Seism,2003

4. A review on foreign research status of one-side bolt;Ting;Steel Construction,2015

5. Research on Static and Hysteretic Behaviors of No-diaphragm Joint Connecting Cold-formed Steel Tube and H-shaped Beam;Zhang,2012

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5. MOMENT-ROTATION MODEL OF EXTERNAL COVER PLATE JOINTS BETWEEN STEEL BEAMS AND CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS WITH INNER I-SHAPED CFRP PROFILE;ADV STEEL CONSTR;2023-06-01

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