|本期目录/Table of Contents|

[1]严琨,沈锐利,唐茂林.大跨度悬索桥主缆抗弯刚度模型试验[J].建筑科学与工程学报,2010,27(03):41-46.
　YAN Kun,SHEN Rui-li,TANG Mao-lin.Model Experiment on Bending Stiffness of Main Cable of Long-span Suspension Bridge[J].Journal of Architecture and Civil Engineering,2010,27(03):41-46.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
27卷
期数:
2010年03期
页码:
41-46
栏目:
出版日期:
2010-09-20

文章信息/Info

Title:
Model Experiment on Bending Stiffness of Main Cable of Long-span Suspension Bridge
作者:
严琨,沈锐利,唐茂林
西南交通大学 桥梁工程系,四川 成都 610031
Author(s):
YAN Kun, SHEN Rui-li, TANG Mao-lin
Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
关键词:
大跨度悬索桥;  主缆;  自振频率;  抗弯刚度;  索股;  力学特性
Keywords:
long-span suspension bridge;  main cable;  natural frequency;  bending stiffness;  strand;  mechanical property
分类号:
U448.25
DOI:
-
文献标志码:
A
摘要:
通过模型试验对9根索股进行静动力测试,分析抗弯刚度对悬索的自振频率及变形的影响; 介绍了试验模型的设计方法、相似原则以及加载方案,对主缆抗弯刚度的计算值与测量值进行了对比。结果表明:悬索的抗弯刚度对悬索的自振频率影响较大,特别是对高阶频率; 抗弯刚度对悬索的静力变形影响主要位于靠近桥塔的位置,且随着索股钢丝数的增多,影响变小。
Abstract:
Static and dynamic testing of nine strands was carried out by model tests, bending stiffnesses on the natural frequencies and deformations of the suspension cable were analyzed. The design method of test model, scaling rules, and loading programs was introduced, and the calculated and measured results of bending stiffness of main cable were compared. The results show that the bending stiffness produces a greater effect on the natural frequency of suspension cable, especially in the high frequency. The influence of the static deformation with bending stiffness is mainly located near the location of the bridge towers, and with the increase in the number of strand wire, the influence of the bending stiffness decreases.

参考文献/References:

[1] IRVINE H M.Cable Structures[M].Cambridge:MIT Press,1981.
[2]沈锐利.悬索桥主缆系统设计及架设计算方法研究[J].土木工程学报,1996,29(2):3-9. SHEN Rui-li.Calculation Methods for Design and Erection of Cable Curve of Suspension Bridge[J].China Civil Engineering Journal,1996,29(2):3-9.
[3]唐茂林.大跨度悬索桥空间几何非线性分析与软件开发[D].成都:西南交通大学,2003. TANG Mao-lin.3D Geometric Nonlinear Analysis of Long-span Suspension Bridge and Its Software Development[D].Chengdu:Southwest Jiaotong University,2003.
[4]吉姆辛 N J.缆索支承桥梁——概念与设计[M].2版.金增洪,译.北京:人民交通出版社,2002. GIMSING N J.Cable Supported Bridge:Concept & Design[M].2nd ed.Translated by JIN Zeng-hong.Beijing:China Communications Press,2002.
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[6]胡建华,沈锐利,张贵明,等.佛山平胜大桥全桥模型试验研究[J].土木工程学报,2007,40(5):17-25. HU Jian-hua,SHEN Rui-li,ZHANG Gui-ming,et al.A Total Bridge Model Study of the Pingsheng Bridge in Foshan[J].China Civil Engineering Journal,2007,40(5):17-25.

相似文献/References:

[1]俞明德,沈锐利,唐茂林,等.西堠门大桥主缆横断面温度场研究[J].建筑科学与工程学报,2010,27(03):53.
　YU Ming-de,SHEN Rui-li,TANG Mao-lin,et al.Research on Temperature Field of Main Cable Section of Xihoumen Bridge[J].Journal of Architecture and Civil Engineering,2010,27(03):53.
[2]聂利芳,沈锐利,唐茂林,等.悬索桥主缆抗弯刚度引起的二次应力分析[J].建筑科学与工程学报,2010,27(03):59.
　NIE Li-fang,SHEN Rui-li,TANG Mao-lin,et al.Secondary Stress Analysis of Main Cable of Suspension Bridge Considering Bending Rigidity[J].Journal of Architecture and Civil Engineering,2010,27(03):59.

备注/Memo

备注/Memo:
收稿日期:2010-06-10
基金项目:“十一五”国家科技支撑计划项目(2008BAG07B05)
作者简介:严小宇(1984-),男,湖北宜昌人,工学硕士,E-mail:dokkdb@163.com。
更新日期/Last Update: 2010-09-20