摘要
在编程计算钢筋混凝土压弯构件二折线回复力模型的基础上 ,用有限元程序 ANSYS模拟了某斜拉桥的动力特性与弹塑性地震反应 ,利用分析结果总结了该桥的抗震性能 ,为同类桥梁的抗震设计提供了参考。
A computer program is compiled with C++ language codes to calculate the two-line hysteresis model of the pier members of a cable-stayed bridge under strong earthquake motion. Then a whole bridge FEM model is established by ANSYS, dynamic character and nonlinear time history analysis are made based on the hysteresis model. Conclusions are made from the result for the seismic behavior of the bridge, and some advice is given for the design of this kind of bridge.
出处
《武汉理工大学学报》
CAS
CSCD
2004年第4期56-59,70,共5页
Journal of Wuhan University of Technology
关键词
弹塑性时程分析
塑性铰
斜拉桥
动力特性
空间有限元
nonlinear time history analysis
plastic hinge
cable-stayed bridge
dynamic character
spatial finite element
