摘要
提出了用反应谱法计算拼装式双柱桥墩接头地震力的计算公式.通过与极限承载力的比较。
The calculation formula of the joint seismic force of the assembly double column bridge piers is presented based on the response spectrum method. The seismic checking formula of the assembly bridge pier joints is also presented by comparing with the ultimate bearing capacity of the joints in this paper.
出处
《兰州铁道学院学报》
1999年第1期7-12,共6页
Journal of Lanzhou Railway University
基金
铁道部建设司资助项目