节点文献
钢管混凝土拱桥结构非线性分析
Structure nonlinear stress analysis of CFST arch bridge
【摘要】 指出了近年来大跨度桥梁的结构分析广泛地采用有限单元法,通过建立有限元模型,对钢管混凝土拱桥在施工及营运阶段非线性应力进行了分析,从而得到更接近真实状态的应力结果。
【Abstract】 Point out in recent years,finite element method has been widely used in structure analysis of long span bridges.By finite element models,the authors analyzed nonlinear stress of concrete-filled steel tubular arch bridge in building and operating.People can acquire stress datum that tend to real situation.
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2007年18期
- 【分类号】U448.22
- 【被引频次】4
- 【下载频次】91