[1]郭向荣,梅文勇,陈淮.桥门架及横联对上承式钢桁梁桥刚度影响的研究[J].郑州大学学报(工学版),1998,19(04):85-88.
　Guo Xiangrong,Mei Wenyong,Chen Huai.Study on the impact of bridges and Henglian on the rigidity of high -end steel truss bridges[J].Journal of Zhengzhou University (Engineering Science),1998,19(04):85-88.
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桥门架及横联对上承式钢桁梁桥刚度影响的研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
19卷
期数:
1998年04期
页码:
85-88
栏目:
出版日期:
1998-12-31

文章信息/Info

Title:
Study on the impact of bridges and Henglian on the rigidity of high -end steel truss bridges
作者:
郭向荣; 梅文勇; 陈淮
长沙铁道学院,石长铁路总公司,郑州工业大学土木建筑工程学院
Author(s):
Guo Xiangrong;  Mei Wenyong;  Chen Huai
Changsha Railway Institute, Shichang Railway Corporation, School of Civil Construction Engineering, Zhengzhou University of Technology
关键词:
桥门架; 横向联结系; 上承式钢桁梁桥; 刚度
Keywords:
Bridge gate;  horizontal connection system;  high -end steel truss bridge;  stiffness
文献标志码:
A
摘要:
对上承式钢桁梁桥进行三维空间结构分析，从静力及动力特性两方面对桥门架及中间横向联结系的设置状况对上承式钢桁梁桥刚度的影响作了较详细的研究。
Abstract:
An analysis of the three -dimensional space structure of the upper -type steel truffle beam bridge, from the static and power characteristics of the setting of the bridge gate and the middle horizontal connection system, the impact of the rigidity of the upper steel truffle beam bridge has been more detailed.
更新日期/Last Update: 1900-01-01