摘要
用有限元法对无梁板桥进行了抗震性能分析。
In this paper, the seismic behavior of pilz bridge is studied with finite element method. It's results provide dynamic response reference for desiging this type of plate bridge.
出处
《西安公路交通大学学报》
CSCD
北大核心
1999年第1期52-55,共4页
Journal of Xi'an Highway University
关键词
抗震分析
无梁板桥
有限元
桥梁
seismic response analysis, finite element, pilz bridge
