Theory and Full-Bridge Modeling of Wind Response of Cable-Supported Bridges
Author:
Affiliation:
1. Member, ASCE
2. Honorary Member, ASCE
3. Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218. E-mail: nick@jhu.edu
4. Deceased May 27, 2001; formerly, Homewood Professor, Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28365%29
Reference14 articles.
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2. Jain A. Jones N. P. and Scanlan R. H. ( 1996b). . “Coupled aeroelastic and aerodynamic analysis of long-span bridges.” J. Wind Engrg. and Industrial Aerodynamics 60 69–80.
3. Jones N. P. Jain A. and Scanlan R. H. ( 1992). “Comparison of wind cross-spectral data with models.” Proc. Probabilistic Methods Spec. Conf. ASCE New York.
4. Kaimal J. C. Wyngaard J. C. Izumi Y. and Cote O. R. ( 1972). “Spectral characteristics of surface-layer turbulence.” Quarterly J. Royal Meteorological Soc. Bracknell U.K. 98 563–589.
5. Katsuchi H. Jones N. P. Scanlan R. H. and Akiyama H. ( 1998a). . “A study of mode coupling in flutter and buffeting of the Akashi-Kaikyo Bridge.” J. Struct. Mech. and Earthquake Engrg. Tokyo 15(2) 175s–190s.
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