Experimental and numerical investigation of the structural response of top and seated angle with double web angle bolted connections-Reference-Cited by-同舟云学术

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Experimental and numerical investigation of the structural response of top and seated angle with double web angle bolted connections

Published:2011-04 Issue:1 Volume:6 Page:73-86
ISSN:1788-1994
Container-title:Pollack Periodica
language:en
Short-container-title:Pollack Periodica

Author:

Abdalla Khairedin,Kaziolas Dimitrios,Badarneh Muneer,Baniotopoulos Charalambos

Publisher

Akademiai Kiado Zrt.

Subject

Computer Science Applications,General Materials Science,Modeling and Simulation,Civil and Structural Engineering,Software

Link

https://akademiai.com/doi/pdf/10.1556/pollack.6.2011.1.7

Reference26 articles.

1. Performance of PR moment frame buildings in UBC seismic zones 3 and 4;Maison B. F.;Journal of Structural Engineering, ASCE,2000

2. Danesh F., Pirmoz A. Numerical modeling of top and seat angle connections with double web angles, 9th Canadian Conference on Earthquake Engineering, Ottawa, Ontario, Canada, 2007, Paper No. 1024.

3. Response of semi-rigid steel frames to cyclic and earthquake loads;Elnashai A. S.;Journal of Structural Engineering,1998

4. Mazzolani F. M. Reliability of moment resistant connections of steel building frames in seismic areas, Seismic Engineering for Tomorrow, Proc. Intern. Semin. in Honour of Professor Hiroshi Akiyama, Tokyo, Japan, 1999.

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. Impact of partially damaged passive protection on the fire response of bolted steel connections using finite element analysis;Case Studies in Thermal Engineering;2023-09

2. Failure Behavior of a Top and Seat Angle Bolted Steel Connection with Double Web Angles;Journal of Structural Engineering;2015-07

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