斜拉桥钢塔地震损伤特性及输入地震动参数的影响

郏洲,谢旭,王天佳,成程

Seismic damage characteristics of steel tower of cable-stayed bridge and influence of input ground motion parameters

Zhou JIA,Xu XIE,Tianjia WANG,Cheng CHENG

表 2 塔底截面钢板宽厚比

Tab.2 Width-thickness ratios of steel plate at tower bottom

钢板位置 RR RF I 0.529 0.529 II 0.495 0.701 III 0.343 0.329 IV 0.509 0.706