摘要
论述了桥梁抗震设计的必要性,对桥梁结构动力反映谱分析的原理进行了说明,以实际算例验证了运用Midas/Civil对斜拉桥进行动力反映谱分析设计的可行性。
The necessity of seismic design of bridge is discussed. The analytical principle of dynamic response spectrum of bridge is elaborated. Taken one practical work as calculation example the feasibility of the application of Midas/Civil in dynamic response spectrtml analysis and design of cable-stayed bridge is verified.
出处
《山西建筑》
2008年第5期341-342,共2页
Shanxi Architecture
