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矮塔斜拉桥结构动力性能分析
Dynamic Characteristic Analysis of Extradosed Cable-stayed Bridge
【摘要】 以2×85m跨度桥梁为例,运用Midas/civil有限元软件建立相同跨度的矮塔斜拉桥、连续刚构桥及传统斜拉桥空间梁单元模型,研究这3种桥梁形式动力性能的相似性及差异性,通过对比,凸显矮塔斜拉桥的动力性能特点。
【Abstract】 Taking a two-span(2x85m) bridge as an example,in this paper the finite element software Midas/civil is used to establish the three-dimensional beam element models of the same span of an extradosed cable-stayed bridge,a continuous rigid frame bridge and a traditional cable-stayed bridge.The similarities and differences of the dynamic performance of the three kinds of bridge are studied.Through these comparisons,the characteristics of the dynamic performance of extradosed cable-stayed bridge is highlighted.
【关键词】 矮塔斜拉桥;
自振频率;
振型;
参与质量;
【Key words】 extradosed cable-stayed bridge; natural frequency; vibration mode; participation mass;
【Key words】 extradosed cable-stayed bridge; natural frequency; vibration mode; participation mass;
- 【文献出处】 交通科技 ,Transportation Science & Technology , 编辑部邮箱 ,2013年03期
- 【分类号】U448.27;U441
- 【被引频次】1
- 【下载频次】45