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 5 各台站地理位置
Tab.5 Geographic location of stations
位置台站号λ/（°）ω/（°）
破裂前方TCU-036120.69624.449
破裂前方TCU-052120.73924.198
破裂区上盘TCU-084120.90023.883
破裂区下盘TCU-076120.67623.908
破裂后方TCU-109120.57124.085
破裂后方CHY-087120.51923.385