A 3D finite element model for the Taizhou Yangtze River Bridge,the first triple-tower long-span suspension bridge in China,is established based on the nonlinear finite element software ABAQUS,and the dynamic character...A 3D finite element model for the Taizhou Yangtze River Bridge,the first triple-tower long-span suspension bridge in China,is established based on the nonlinear finite element software ABAQUS,and the dynamic characteristics of the bridge are analyzed using the LANCZOS eigenvalue solution method. The study focuses on the effects of the vertical,lateral and torsional stiffness of the steel box girder,the rigid central buckle and the elastic restraints connecting the towers and the steel box girder on the dynamic characteristics of the triple-tower suspension bridge. Our results show that,in general,the dynamic characteristics of the triple-tower suspension bridge are similar to those of two-tower suspension bridges. The vertical,lateral and torsional stiffness of the steel box girder have different effects on the dynamic characteristics of triple-tower suspension bridges. The elastic re-straints have a more significant effect on the dynamic characteristics than the central buckle,and decreasing the stiffness of the elastic restraints results in the appearance of a longitudinal floating vibration mode of the bridge. Also,rigid central buckles have a greater influence on the dynamic characteristics of triple-tower suspension bridges than on those of two-tower suspension bridges. The results obtained could serve as a valuable numerical reference for analyzing and designing super-long-span triple-tower suspension bridges.展开更多
By combining the time-history response analysis and the eigenvalue buckling analysis, this paper developed a computational procedure to study the elastic dynamic stability of a transmission tower by APDL language in A...By combining the time-history response analysis and the eigenvalue buckling analysis, this paper developed a computational procedure to study the elastic dynamic stability of a transmission tower by APDL language in ANSYS. The influences of different input directions of seismic excitations and damping ratio on the elastic dynamic stability of tower were discussed. The following conclusions were obtained： （ 1 ） Longitudinal direction of the transmission lines is the worst input direction of seismic excitation for the transmission tower. （2） Dead load has no significant effect on the critical load and the occurrence time of buckling. （3） Vertical input of seismic excitations has no great effect on the dynamic stability of the transmission tower. （4） Damping effect has an influence on the dynamic stability of the transmission tower; however, the inherent characteristics of dynamic buckling is not changed.展开更多
建立了避雷线全线绝缘架设的输电线路雷击模型,研究了雷电流幅值、杆塔接地电阻和杆塔档距对杆塔处雷电流分配特性的影响规律。研究结果发现:雷电流较小的情况下,雷电流分配主要受避雷线绝缘间隙击穿个数的影响;如雷电流幅值为1 k A时,...建立了避雷线全线绝缘架设的输电线路雷击模型,研究了雷电流幅值、杆塔接地电阻和杆塔档距对杆塔处雷电流分配特性的影响规律。研究结果发现:雷电流较小的情况下,雷电流分配主要受避雷线绝缘间隙击穿个数的影响;如雷电流幅值为1 k A时,避雷线绝缘架设和直接接地时的分流系数最大差别为9%;雷电流幅值大于20 k A,击穿间隙个数等于或大于5个时,雷电流分配不再受避雷线绝缘架设的影响,而是主要受杆塔接地电阻的影响。因此计算线路的耐雷水平时不需要考虑避雷线绝缘架设的影响。展开更多
基金Project supported by the National Natural Science Foundation of China (NSFC) (No. 50978056)the NSFC for Young Scholars (No. 50908046)the PhD Programs Foundation of MOE of China (No. 200802861012)
文摘A 3D finite element model for the Taizhou Yangtze River Bridge,the first triple-tower long-span suspension bridge in China,is established based on the nonlinear finite element software ABAQUS,and the dynamic characteristics of the bridge are analyzed using the LANCZOS eigenvalue solution method. The study focuses on the effects of the vertical,lateral and torsional stiffness of the steel box girder,the rigid central buckle and the elastic restraints connecting the towers and the steel box girder on the dynamic characteristics of the triple-tower suspension bridge. Our results show that,in general,the dynamic characteristics of the triple-tower suspension bridge are similar to those of two-tower suspension bridges. The vertical,lateral and torsional stiffness of the steel box girder have different effects on the dynamic characteristics of triple-tower suspension bridges. The elastic re-straints have a more significant effect on the dynamic characteristics than the central buckle,and decreasing the stiffness of the elastic restraints results in the appearance of a longitudinal floating vibration mode of the bridge. Also,rigid central buckles have a greater influence on the dynamic characteristics of triple-tower suspension bridges than on those of two-tower suspension bridges. The results obtained could serve as a valuable numerical reference for analyzing and designing super-long-span triple-tower suspension bridges.
基金The National Natural Science Foundation of China (No.50878093)
文摘By combining the time-history response analysis and the eigenvalue buckling analysis, this paper developed a computational procedure to study the elastic dynamic stability of a transmission tower by APDL language in ANSYS. The influences of different input directions of seismic excitations and damping ratio on the elastic dynamic stability of tower were discussed. The following conclusions were obtained： （ 1 ） Longitudinal direction of the transmission lines is the worst input direction of seismic excitation for the transmission tower. （2） Dead load has no significant effect on the critical load and the occurrence time of buckling. （3） Vertical input of seismic excitations has no great effect on the dynamic stability of the transmission tower. （4） Damping effect has an influence on the dynamic stability of the transmission tower; however, the inherent characteristics of dynamic buckling is not changed.
文摘建立了避雷线全线绝缘架设的输电线路雷击模型,研究了雷电流幅值、杆塔接地电阻和杆塔档距对杆塔处雷电流分配特性的影响规律。研究结果发现:雷电流较小的情况下,雷电流分配主要受避雷线绝缘间隙击穿个数的影响;如雷电流幅值为1 k A时,避雷线绝缘架设和直接接地时的分流系数最大差别为9%;雷电流幅值大于20 k A,击穿间隙个数等于或大于5个时,雷电流分配不再受避雷线绝缘架设的影响,而是主要受杆塔接地电阻的影响。因此计算线路的耐雷水平时不需要考虑避雷线绝缘架设的影响。
