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tie lu lian xu liang gong zu he qiao xiang liang heng xiang shou li fen xi
Author(s): 
Pages: 7-12
Year: Issue:  4
Journal: Journal of Railway Science and Engineering

Keyword:  铁路桥连续梁拱组合桥箱梁框架横向受力;
Abstract: 以温福铁路昆阳特大桥为背景,分别建立全桥空间分析模型及横向框架模型。研究结果表明:连续梁拱组合桥箱梁横向应力顺桥向的变化成峰状,并且峰顶和峰谷处的横向应力绝对值随着向跨中靠近而逐渐减小;对于边跨无吊杆区域,刚性支承框架法计算结果能够包络全桥实体建模计算结果,验证了刚性支承框架法在无吊杆区域计算横向应力的合理性;对于中跨有吊杆区域,采用刚性支承框架法计算横向应力,横向框架宽度应取吊杆间距的1/3或以上。
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