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 6 Pushover法加载模式
Fig.6 Load modes of Pushover analysis method