摘要
以浙江省江山市北关大桥———自锚式悬索桥为工程实例,利用大型通用有限元程序ANSYS建立空间有限元模型,并计算了前20阶频率及振型。然后具体探讨分析了恒载、加劲梁刚度、桥塔刚度等结构参数的变化对自锚式混凝土悬索桥动力特性的影响规律,同时对1座虚拟的相同跨径的地锚式悬索桥进行了对比分析,比较了这两类桥的动力特性,得到了一些有意义的结论,可为自锚式悬索桥的固有振动分析、抗风抗震设计提供参考依据。
By way of example of Beiguan Bridge, a concrete self-anchored suspension bridge to be built in Jiangshan, Zhejiang,the spatial finite element model for the type of the bridge is established, using the general program ANSYS, and the first 20 orders of vibration frequency and vibration modes of the bridge are calculated. The influences induced by variations of structural parameters, such as those of dead load, stiffening girder rigidity and tower rigidity, on the dynamic behavior of the bridge are then analyzed in a specific way. Meanwhile, a simulated suspension bridge having the same structural size, but anchored on the ground is analyzed for comparison purpose. The dynamic behavior of the two kinds of suspension bridges is compared, and some helpful conclusions are generalized, which provides reference to the analysis of the natural vibration, wind resistance design and aseismatic design of the concrete self-anchored suspension bridge.
出处
《世界桥梁》
2004年第4期50-53,共4页
World Bridges
关键词
自锚式悬索桥
桥塔
加劲梁
动力特性
大桥
跨径
空间有限元
刚度
抗震设计
有限元程序
self-anchored suspension bridge
modal analysis
structural parameter
natural vibration frequency
vibration mode
vibration analysis
