考虑入射角影响的H型超高墩连续刚构桥地震易损性研究
陈士通1, 2, 3, 范鑫1, 2, 甘平平4, 郭超群2, 向敏4
Seismic vulnerability of H-type ultra-high pier continuous rigid frame bridge considering effects of incident angle
CHEN Shitong1, 2, 3, FAN Xin1, 2, GAN Pingping4, GUO Chaoqun2, XIANG Min4
振动与冲击
.
2025, (5): 230
-242
.
