双柱式桥墩墩身抗震位移分析  

Seismic displacement analysis of pier body of double-column bridge

作　　者：寇永大 KOU Yongda(Shanxi Traffic Planning Survey and Design Institute,Shanxi Taiyuan 030031 China)

机构地区：[1]山西省交通规划勘察设计院有限公司,山西太原030031

出　　处：《山东交通科技》2022年第6期80-83,共4页

摘　　要：通过对工程实例进行分析,详细地阐述桥梁双柱式桥墩墩身纵桥向与横桥向的位移计算方法。Based on the analysis of engineering examples,the displacement calculation methods of congitudinal and transverse bridge of double-column pier are expounded in detail, which provides experience.

关 键 词：桥墩 抗震 位移 PUSHOVER分析法 

分 类 号：U443.22[建筑科学—桥梁与隧道工程]