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 16 不同模型塔底最大等效塑性应变位置的滞回曲线

Fig.16 Hysteretic curves of maximum equivalent plastic strain position at tower bottom for different models