Effect of various span lengths on seismic demand on column splices in steel moment frames-Reference-Cited by-同舟云学术

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Effect of various span lengths on seismic demand on column splices in steel moment frames

Published:2014-07 Issue: Volume:70 Page:94-105
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Akbas Bulent,Doran Bilge^ORCID,Sabol Thomas A.,Seker Onur^ORCID,Toru Pinar,Shen Jay

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference9 articles.

1. Seismic provisions for steel structural buildings, AISC 341-05;AISC 341,2005

2. Seismic provisions for steel structural buildings, AISC 341-10;AISC 341,2010

3. EN1993-1-8: 2004. Eurocdoe 3, Design of steel structures, part 1–8: design of joints; 2004.

4. Experimental tests on spliced columns for splice strength and stiffness requirement;Snijder,2006

5. Stability design criteria for steel column splices;Coelho;J Constr Steel Res,2010

Cited by 4 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. Application of direct analysis method on the long span steel structures;IOP Conference Series: Earth and Environmental Science;2023-04-01

2. Static and Dynamic Analyses of Spliced Column;Sound&Vibration;2021

3. Coat Clipping of Horses: A Survey;Journal of Applied Animal Welfare Science;2018-04-01

4. Probabilistic demand and fragility assessment of welded column splices in steel moment frames;Earthquake Engineering & Structural Dynamics;2015-02-06

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