Improving the Wind Stability of Suspension Bridges during Construction
Author:
Affiliation:
1. Asst. Prof., Tech. Univ. of Catalonia. Jordi Girona 1–3, Modul C-1, Barcelona 08034, Spain. E-mail: diego.cobo@upc.es
2. Prof., Tech. Univ. of Catalonia. Jordi Girona 1–3, Modul C-1, Barcelona 08034, Spain.
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%282001%29127%3A8%28869%29
Reference20 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. Cheli F. and Diana G. ( 1988). “Behaviour of long span suspension bridges construction.” Proc. 13th IABSE Congr. Rep. IABSE Zurich 905–910.
4. Chen A. R. Xiang H. F. and Song J. Z. ( 1997). “Wind resistant researches on Tigergate suspension bridge in typhoon-prone area.” Proc. 2nd Eur. African Conf. on Wind Engrg. G. Solari ed. Servisi Grafici Editoriale Padova Italy 1433–1440.
5. Cobo del Arco D. ( 1998). “An analysis of wind stability. Improvements to the response of suspension bridges.” PhD thesis Tech. Univ. of Catalonia Barcelona Spain.
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