[1]葛 征.某站改工程80.0m跨梁拱组合结构计算分析[J].西安建筑科技大学学报:自然科学版,2013,45(03):391-396.[doi:10.15986/j.1006-7930.2013.03.015]
　GE Zheng.Calculation analysis of an 80 m girder-arch combination bridge in the hub reconstruction[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(03):391-396.[doi:10.15986/j.1006-7930.2013.03.015]
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某站改工程80.0m跨梁拱组合结构计算分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年03期
页码:
391-396
栏目:
出版日期:
2013-06-30

文章信息/Info

Title:
Calculation analysis of an 80 m girder-arch combination bridge in the hub reconstruction
文章编号:
1006-7930(2013)03-0391-06
作者:
葛 征
(中铁第一勘察设计院集团有限公司桥隧处,陕西 西安 710043)
Author(s):
GE Zheng
(China Railway First Survey and Design Institute Group Ltd., Xian 710043,China)
关键词:
梁拱组合; 结构分析; 屈曲分析
Keywords:
girder-arch combination bridge;  structure analysis;  buckling analysis
分类号:
U443
DOI:
10.15986/j.1006-7930.2013.03.015
文献标志码:
A
摘要:
梁拱组合结构无论是在应用还是在理论研究方面都还在不断的发展过程中,以某站改工程80.0m跨梁拱组合桥的相关计算分析内容作为重点展开研究,针对梁拱组合结构的主要构件:主梁、拱肋及吊杆,采用常规的仿真分析技术,力图从分析结果中发现此类特殊结构桥梁特有的受力性能,供同行参考
Abstract:
The application or theory research of the girder-arch combination bridge is still under progress. The article takes the calculation analysis of a 80mgirder-arch combination bridge in the hub reconstruction as study object, for the main components of the girder-arch combination bridge such as the main girder, the arch and the suspenders, the general simulation technology is used, with an aim to find the unique mechanical behaviors of this kind of special bridge, and this could be references for bridge engineers

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2012-02-21 修改稿日期:2013-05-05
作者简介:葛 征(1978-),男,陕西武功人,工程师,主要从事桥梁方面研究.
更新日期/Last Update: 2015-10-05