[1]黄侨,胡健琛,黄志伟,等.考虑减振装置弹簧刚度的斜拉索等效索长及索力测量[J].东南大学学报(自然科学版),2012,42(4):724-728.[doi:10.3969/j.issn.1001-0505.2012.04.028]
　Huang Qiao,Hu Jianchen,Huang Zhiwei,et al.Equivalent length of stayed-cable considering spring stiffness of damping device and measurement of cable-force[J].Journal of Southeast University (Natural Science Edition),2012,42(4):724-728.[doi:10.3969/j.issn.1001-0505.2012.04.028]
点击复制

考虑减振装置弹簧刚度的斜拉索等效索长及索力测量()
分享到：

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
42
期数:
2012年第4期
页码:
724-728
栏目:
交通运输工程
出版日期:
2012-07-20

文章信息/Info

Title:
Equivalent length of stayed-cable considering spring stiffness of damping device and measurement of cable-force
作者:
黄侨1;  胡健琛1; 2;  黄志伟1;  陈晓强1
1 东南大学交通学院,南京 210096; 2 上海市政工程设计研究院, 上海200092
Author(s):
Huang Qiao1;  Hu Jianchen1; 2;  Huang Zhiwei1;  Chen Xiaoqiang1
1 School of Transportation, Southeast University, Nanjing 210096, China
2 Shanghai Municipal Engineering Design Institute, Shanghai 200092, China
关键词:
斜拉索索力;  振动频率法;  等效索长;  减振装置;  弹簧刚度;  铰接等代法
Keywords:
cable-force;  vibration frequency method;  equivalent length of stayed-cable;  damping device;  spring stiffness;  equivalent hinge method(EHM)
分类号:
U441
DOI:
10.3969/j.issn.1001-0505.2012.04.028
摘要:
为了提高对安装减振装置斜拉索索力的测试精度, 提出计算等效索长的铰接等代法.基于索力振动频率法所采用的弦振动理论,考虑减振装置弹簧刚度对拉索边界条件的影响,着重研究减振装置弹簧刚度与等效索长的关系,提出考虑弹簧刚度影响的二次等效索长修正公式.结合实测索力及通用有限元软件ANSYS关于振动索力的数值模拟结果,验证了该方法的正确性及适用性.结果表明:等效索长是影响索力测量精度的关键参数之一; 随着减振装置安装状态的不同,拉索的索力及基频均有一定程度的改变; 该方法可以有效提高斜拉桥索力的测量精度,对短索更具工程实用价值.所提出的方法可用于斜拉桥的施工阶段及成桥阶段的索力控制.
Abstract:
To improve measure precision on force of stayed-cable with damping device, equivalent hinge method(EHM)is proposed for calculating equivalent length. Based on string vibration theory used by vibration frequency method for measuring cable-force, impact of spring stiffness of damping device upon boundary condition of stayed-cable is considered. The relationship between spring stiffness and equivalent length is seriously considered. Taking the impact into account, a modified formula is put forward for calculating the secondary equivalent length of cable. After comparing the collected data of cable-force and the numerical results of universal finite element software ANSYS to simulate vibrating cable, correctness and applicability of the method are verified. The results show that equivalent length is one of the key parameters which can affect the precision of measuring cable-force; when installation situation of damping device is different, both force and fundamental frequency of cable are changed to a certain degree; the precision of measuring cable-force is improved by the proposed method effectively; the suggested method is more practicable for shorter cable. It is argued that the method can be applied for controlling cable-forces of cable-stayed bridge at construction stage or finished stage.

参考文献/References:

[1] 李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,1992.
[2] 陈明宪.斜拉桥建造技术[M].北京:人民交通出版社,2003.
[3] 史家钧,金平.减振装置在桥梁工程中的应用[J].同济大学学报,2000,28(2):210-214.
　 Shi Jiajun,Jin Ping.Application of vibration reducer in bridge engineering[J].Journal of Tongji University,2000,28(2):210-214.(in Chinese)
[4] 张伟,岳澄,石九州.桥梁减振技术的发展与应用[J].青岛理工大学学报,2007,28(1):30-33.
　 Zhang Wei,Yue Cheng,Shi Jiuzhou.Development and application of bridge decreasing vibration technique[J].Journal of Qingdao Technological University,2007,28(1):30-33.(in Chinese)
[5] 成春玲.斜拉桥拉索减振方法和展望[J].交通世界,2008(4):155-156.
　 Cheng Chunling.Method and prospect of cable deceasing vibration[J].Transpo World,2008(4):155-156.(in Chinese)
[6] 马文刚,黄侨,陈晓强,等.基于两次等效索长的斜拉桥索力测量[J].公路交通科技,2011,28(9):66-70.
　 Ma Wengang,Huang Qiao,Chen Xiaoqiang,et al.Cable force measurement of cable-stayed bridge based on twice equivalent cable length[J].Journal of Highway and Transportation Research and Development,2011,28(9):66-70.(in Chinese)
[7] 贺修泽,付晓宁.斜拉索的索力测试[J].中外公路,2002,22(6):38-39.
　 He Xiuze,Fu Xiaoning.Test of cable tension in cable-stayed bridges[J].Journal of Foreign Highway,2002,22(6):38-39.(in Chinese)
[8] 雷凡.带减振器的斜拉桥索力测试方法的理论与试验研究[D].武汉:武汉理工大学交通学院,2007.
[9] 方志,张智勇.斜拉桥的索力测试[J].中国公路学报,1997,10(1):51-58.
　 Fang Zhi,Zhang Zhiyong.Test of cable tension in cable-stayed bridges[J].China Journal of Highway and Transport,1997,10(1):51-58.(in Chinese)
[10] 孙汝蛟,刘健新,胡兆同.高阻尼橡胶剪切型拉索减振器[J].长安大学学报:自然科学版,2005,25(1):37-40.
　　Sun Rujiao,Liu Jianxin,Hu Zhaotong.Shearing dampers on stay cables with high-damping rubber[J].Journal of Chang’an University:Natural Science Edition,2005,25(1):37-40.(in Chinese)
[11] Fang I-Kuang,Chen Chunray,Chang I-Shang.Field static load test on kao-ping-hsi cable-stayed bridge [J].Journal of Bridge Engineering,2004,9(6):531-540.

备注/Memo

备注/Memo:
作者简介: 黄侨(1958—), 男, 博士, 教授, 博士生导师, qhuanghit@126.com.
引文格式: 黄侨,胡健琛,黄志伟,等.考虑减振装置弹簧刚度的斜拉索等效索长及索力测量[J].东南大学学报:自然科学版,2012,42(4):724-728. [doi:10.3969/j.issn.1001-0505.2012.04.028]
更新日期/Last Update: 2012-07-20