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铁路大跨度刚架拱桥结构设计与分析 被引量:2

Structural Design and Analysis of Long Span Railway Rigid-Frame Arch Bridge
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摘要 阐述了九江至南昌城际轨道交通修水特大桥主桥桥式方案的构思,该桥受线路条件控制,要求尽量采用较低梁高的桥式方案,通过研究比选,设计推荐采用(32+140+32)m钢箱刚架拱桥式方案。重点介绍该桥式结构的总体设计和结构分析。 The conceptual consideration of bridge type for the main bridge of Xiushui Bridge on the Intercity Rail Transit from Jiujiang to Nanchang are described . Limited by the Transit alignment, the Bridge is required to be designed as a one with possible shallower girders. On the basis of the research and comparison of the bridge type alternatives, the steel box rigid-frame arch bridge with span arrangement (32+140+32) m is recommended for the main bridge of the Bridge in the design. In this paper, the overall design and structural analysis of the bridge are mainly dealt with.
出处 《桥梁建设》 EI CSCD 北大核心 2006年第A02期119-123,共5页 Bridge Construction
关键词 铁路桥 刚架拱 桥梁设计 railway bridge rigid frame arch bridge design
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  • 1铁建设[2005]140号,新建时速200250公里客运专线铁路设计暂行规定[S].

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