摘要
钢筋混凝土的整体现浇板桥(涵)与装配式板的受力机理不同,其受力模式与其宽度、角度有很大的关系,针对8m跨径的简支结构,采用MidasCivil按不同宽度、不同角度进行内力分析,得出结论,以指导设计。
The bearing mechanism of the steel reinforced concrete integral cast-in-place slab bridge (culvert) is different from one of the assembly slab. Its bearing model is greatly related with its width and angle. In the light of 8-m span of simple-supported structure, Midas Civil is used to carry out the inner force analysis on the different widths and the different angles, and the conclusion is given to guide the design.
出处
《城市道桥与防洪》
2007年第1期34-37,共4页
Urban Roads Bridges & Flood Control
关键词
钢筋混凝土
整体板
内力分析
steel reinforced concrete, integral slab, inner force analysis
