INDEPENDENT GRADUATE STUDENT ASSISTANTSHIP: AEROELASTIC ANALYSIS OF BRIDGE GIRDER SECTION USING COMPUTER MODELING (II)

R. Panneer Selvam, Ph.D., P.E.
Department of Civil Engineering
University of Arkansas
4190 Bell Engineering Center
Fayetteville, AR 72701
Phone: (479)575-5356
Fax: (479)575-7168
rsp@uark.edu

July 1, 2000 - May 31, 2001

The effects of wind loads on long span bridges is a major concern to bridge designers. Traditionally wind tunnel testing on scaled models is used to perform this analysis. This testing method is time-consuming and expensive. Advances in computer technologies have facilitated the application of computer modeling of wind-induced effects on bridge structures. Computer modeling has the capacity to reduce the time and cost of bridge design and analysis relative to wind loading.

TRB Keywords:  Computational wind engineering, computer modeling, bridges, critical flutter, wind tunnels.

Product:  In Progress (MBTC-2021)