Analysis of wind-resistant and stability for cable tower in cable-stayed bridge with four towers

3rd International Conference on Advances in Energy, Environment and Chemical Engineering

能源学;生态环境科学;化学工业

Meng, Yangjun^1 ; Li, Can^1

Hunan University of Arts and Science, Changde

415000, China^1

关键词: Dynamic amplification;    Longitudinal direction;    Longitudinal stiffness;    Maximum displacement;    Three component coefficients;    Time history analysis;    Transverse stiffness;    Wind speed time-history simulation;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/69/1/012192/pdf
DOI  :  10.1088/1755-1315/69/1/012192

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

Wind speed time history simulation methods have been introduced first, especially the harmonic synthesis method introduced in detail. Second, taking Chishi bridge for example, choosing the particular sections, and combined with the design wind speed, three-component coefficient simulate analysis between -4°and 4°has been carry out with the Fluent software. The results show that drag coefficient reaches maximum when the attack Angle is 1°. According to measured wind speed samples,time history curves of wind speed at bridge deck and tower roof have been obtained,and wind-resistant time history analysis for No. 5 tower has been carry out. Their results show that the dynamic coefficients are different with different calculation standard, especially transverse bending moment, pulsating crosswind load does not show a dynamic amplification effect.Under pulsating wind loads at bridge deck or tower roof, the maximum displacement at the top of the tower and the maximum stress at the bottom of the tower are within the allowable range. The transverse stiffness of tower is greater than that of the longitudinal stiffness, therefore wind-resistant analysis should give priority to the longitudinal direction. Dynamic coefficients are different with different standard, the maximum dynamic coefficient should be used for the pseudo-static analysis.Finally, the static stability of tower is analyzed with different load combinations, and the galloping stabilities of cable tower is proved.