Performance study of eccentrically braced steel frames with core tube flange connection-Reference-Cited by-同舟云学术

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Performance study of eccentrically braced steel frames with core tube flange connection

Published:2024-05 Issue: Volume:216 Page:108608
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Li Yanglong,Zhang Yanxia,Xiao Chenyu,Wu Binglong,Jin Bowen

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference55 articles.

1. Theoretical model for the initial stiffness of outer-shell beam-column connection[J];Liming;J. Huazhong Univ. Sci. Technol. (Urban Sci. Ed.),2009

2. Seismic performance of outer-shell connection of cold-formed square tubular column and H-shaped steel beam[J];Liming;J. Jilin Univ. (Eng. Technol. Ed.),2010

3. Study on the controlling parameters describing M-θ relationship of outer-shell beam column connection [J];Liming;Eng. Mech.,2010

4. Multiple factor analysis on seismic performance of outer-shell connection[J];Liming;Eng. Mech.,2009

5. Eurocode 3: Design of Steel Structures: Part 1.1 General Rules and Rules for Building,1993

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