摘要
文章以古龙大桥主桥(85+160+85m连续刚构)为研究对象,采用MIDAS/Civil有限元软件对其动力特性进行分析,得出成桥状态下结构的自振特性,并采用反应谱法和时程分析法分别计算E1地震作用下与E2地震作用下桥梁结构的受力与位移情况,分析其抗震性能。
With Gulong Bridge （85 ＋ 160 ＋ 85m continuous rigid frame） as the research ob- ject,the article used the MIDAS/Civil finite element software to analyze its dynamic characteristics,obtained the self-vibration characteristics of its structure under the state of comple- ted bridge,meanwhile the article used the response spectrum method and time history anal- ysis method to calculate the force and displacement situation of bridge structures under the role of E1 earthquake and E2 earthquake,and also analyzed its anti-seismic performance.
出处
《西部交通科技》
2013年第2期54-57,共4页
Western China Communications Science & Technology
关键词
大跨径连续刚构桥
抗震性能
桥梁结构
地震作用
有限元软件
MIDAS
时程分析法
动力特性
MO Li-jun,CHEN Hua（1.Guagnxi Transportation Research Institute,Nanning,Guangxi,530007
2.The 5th Engineering Co.,Ltd.of China Railway 13th Bureau Group,Chengdu,Sichuan,610500）
