Aerodynamic Stability of Long-Span Suspension Bridges under Erection
Author:
Affiliation:
1. Tongji Univ., Shanghai, China; presently, Postdoctoral Fellow, Dept. of Civ. Engrg., Univ. of Ottawa, Ottawa, ON K1N 6N5, Canada.
2. Prof., Dept. of Civ. Engrg., Univ. of Ottawa, Ottawa, ON K1N 6N5, Canada.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A12%281404%29
Reference33 articles.
1. Brancaleoni F. ( 1992). “The construction phase and its aerodynamic issues.” Aerodynamics of large bridges A. Larsen ed. Balkema Rotterdam The Netherlands 147–158.
2. Brancaleoni F. and Brotton D. M. ( 1981). “Analysis and prevention of suspension bridge flutter in construction.” Earthquake Engrg. and Struct. Dyn. 9 489–500.
3. Brancaleoni F. Diana G. and Cheli F. ( 1988). “Behavior of long span suspension bridges in construction.” Proc. XIII IABSE Congr. International Association for Bridge and Structural Engineering Lisbon Portugal.
4. Chen A. R. Xiang H. F. and Song J. Z. ( 1997). “Wind resistant researches on the Tigergate Suspension Bridge in typhoon-prone area.” Proc. 2nd Eur. and African Conf. on Wind Engrg. 1433–1440.
5. Cobo del Arco D. ( 1998). “An analysis of wind stability: Improvements to the response of suspension bridges.” PhD thesis Universitat Politecnica de Catalunya Barcelona Spain.
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