LONGITUDINAL RESPONSE OF POWER TRANSMISSION TOWER-CABLE SYSTEM TO TRAVELING WAVE
Based on the established model of power transmission tower-cable system, seismic response is analyzed with time history method. Seismic response to traveling wave is compared with uniform wave, the results indicate that: traveling wave excitation can increase, as well as decrease, the seismic response of power transmission tower-cable system which depends on both traveling wave velocity and ground motion characteristics; traveling wave excitations increase the cables axis force to a large extent, which will decrease gradually and approach to the case of uniform excitations as velocity increasing; traveling wave strongly magnified cables displacement response in longitudinal and vertical direction, especially the latter term under excitations of near-fault ground motions; traveling wave velocity has great affection on the seismic response of power transmission tower-cable system.
power transmission tower-cable system seismic response traveling wave excitation uniform excitation near-fault ground motions traveling wave velocity
Q.C. Liu M.G. Yue D.S. Wang
China Communications Construction Company WuHan Harbour Engineering Design & Research Co.,Ltd,Wuhan State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology, Dalian Chi Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian China
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12(万方平台首次上网日期,不代表论文的发表时间)