摘要
本文运用有限元软件Midas/Civil建立有限元模型,对石马河大桥进行了模态分析;分别用反应谱法和时程响应分析法计算了该桥的地震响应,并对两种方法的计算结果进行比较分析。
This paper uses the finite element software Midas/Civil to establish the finite model and also analyzes the model state about Shi Ma He Bridge.According to the model, two methods,such as spectrum analysis and time-history analysis,are carried out to analyze the seismic response of this bridge,and the two results are compared to conclude some useful conclusions.
出处
《湖北水利水电职业技术学院学报》
2007年第1期38-40,共3页
Journal of Hubei Water Resources Technical College
