摘要
以南阳市某大跨预应力混凝土连续梁桥为背景,根据《公路桥梁抗震设计细则》(JTG/T B02-01-2008),运用Midas Civil空间有限元程序,采用反应谱分析和时程分析的方法对本桥进行抗震计算分析,为同类桥梁抗震计算提供参考。
Based on Nanyang a long - span prestressed concrete continuous girder bridge seismic force calculation, according to Guidelines for Seismic Design of Highway Bridges （JTG B02 -01 -2008）, using the finite element program Midas cilil, the response spectrum analysis and time history analysis method to this bridge aseismic calculation analysis, provide a reference for similar bridge seismic calculation.
出处
《内蒙古公路与运输》
2015年第2期40-42,共3页
Highways & Transportation in Inner Mongolia
关键词
连续梁桥
反应谱分析
时程分析
抗震
continuous girder bridge
response spectrum analysis
time history analysis
the seismic
