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 12 塔底等效塑性应变计算结果以及输出位置

Fig.12 Calculation results of equivalent plastic strain at tower bottom and output points