Prestressed Decks in Continuous Composite Bridges
Author:
Affiliation:
1. Prof., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
2. Research Asst., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0006071
Cited by 6 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. Time‐Dependent Losses in Prestressed, Continuous Composite Beams;Journal of Structural Engineering;1993-11
2. State-of-the-art report for composite bridge research;Journal of Constructional Steel Research;1993-01
3. Closure to “Welded‐ versus Bolted‐Steel I‐Diaphragms in Composite Bridges” by John B. Kennedy, Nabil F. Grace, and M. Soliman (February, 1989, Volume 115, No. 2);Journal of Structural Engineering;1991-06
4. Strengthening of Continuous Composite Bridges;Journal of Structural Engineering;1990-09
5. Prestressed Continuous Composite Bridges under Dynamic Load;Journal of Structural Engineering;1990-06
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