TY - GEN
T1 - Effect of cable vibration on aerostatic response and dynamics of a long span cable-stayed bridge
AU - Ma, Rujin
AU - Chen, Xinzhong
AU - Chen, Airong
PY - 2007
Y1 - 2007
N2 - In this study, the static response and dynamic modal properties of a cable-stayed bridge with a main span of 1088m under strong winds are addressed focusing on the effect of cable vibration on overall bridge behavior. Two modeling systems for stay cables are considered in the finite element modeling of the overall bridge, i.e., one element cable system (OECS) and multiple element cable system (MECS). The aerostatic analysis under varying wind speeds and angles of attack is conducted with an iterative procedure taking into account the nonlinearities of wind forces and cables. The modal analysis is then performed under the statically deformed conditions to quantify the changes in bridge modal properties with increasing wind speed. The analysis results are further compared with the measurements using a full aeroelastic bridge model in a wind tunnel. The results of this study revealed the importance of using the MECS for accurate modeling and response prediction of long span cable-stayed bridges to strong winds.
AB - In this study, the static response and dynamic modal properties of a cable-stayed bridge with a main span of 1088m under strong winds are addressed focusing on the effect of cable vibration on overall bridge behavior. Two modeling systems for stay cables are considered in the finite element modeling of the overall bridge, i.e., one element cable system (OECS) and multiple element cable system (MECS). The aerostatic analysis under varying wind speeds and angles of attack is conducted with an iterative procedure taking into account the nonlinearities of wind forces and cables. The modal analysis is then performed under the statically deformed conditions to quantify the changes in bridge modal properties with increasing wind speed. The analysis results are further compared with the measurements using a full aeroelastic bridge model in a wind tunnel. The results of this study revealed the importance of using the MECS for accurate modeling and response prediction of long span cable-stayed bridges to strong winds.
UR - http://www.scopus.com/inward/record.url?scp=84890923724&partnerID=8YFLogxK
U2 - 10.1061/40946(248)80
DO - 10.1061/40946(248)80
M3 - Conference contribution
AN - SCOPUS:84890923724
SN - 0784409463
SN - 9780784409466
T3 - New Horizons and Better Practices
BT - New Horizons and Better Practices
T2 - 2007 Structures Congress: New Horizons and Better Practices
Y2 - 16 May 2007 through 19 May 2007
ER -