Effect of continuity-plate alignment on the capacity of welded beam-to-column moment connections-Reference-Cited by-同舟云学术

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Effect of continuity-plate alignment on the capacity of welded beam-to-column moment connections

Published:2019-11 Issue: Volume:198 Page:109550
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Norwood J.,Prinz G.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Stiffeneing of wide-flange columns at moment connections: wind and seismic applications;Carter,1999

2. Seismic provisions for structural steel buildings;AISC,2016

3. Welded interior beam-to-column connections;Graham,1959

4. ANSI/AISC 360-16: Specifiaction for structural steel buildigns;AISC,2016

5. ANSI/AISC 358-16: Prequalified connections for special and intermediate steel moment frames for seismic applications;AISC,2016

Cited by 2 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. Numerical study of intermeshed steel beam-column connections;Journal of Constructional Steel Research;2022-02

2. Numerical investigation and design method of bolted beam-column joint panel with eccentricity in beam depths;Journal of Constructional Steel Research;2021-05

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