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
图 2
钢板位置
Fig.2
Position of steel plates