An assessment of the effect of brace overstrength on the seismic response of a single-storey steel building
Author:
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/l97-024
Reference7 articles.
1. Seismic analysis of short-period structures subjected to the 1988 Saguenay earthquake
2. Scaling Methods for Earthquake Response Spectra
3. Seismic response of concentrically braced steel frames
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. Examination of Ductility and Seismic Diaphragm Design Force-Reduction Factors for Steel Deck and Composite Diaphragms;Journal of Structural Engineering;2020-11
2. A Discussion on some Key Issues for Seismic Design of Concentrically Braced Frames According to Canadian and Chinese Codes;Advanced Materials Research;2010-12
3. Seismic evaluation of single-storey steel buildings;Canadian Journal of Civil Engineering;1999-08-01
4. Seismic response of two-storey buildings with concentrically braced steel frames;Canadian Journal of Civil Engineering;1999-08-01
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