期刊文献+

斜拉索模态试验参数研究 被引量:19

A Study on Experimental Modal Analysis of Stay Cables
下载PDF
导出
摘要 试验模态分析是斜拉桥索力测试中广泛应用的方法。该方法的关键之一是采取合理的试验方案获取可靠的响应信号以识别出正确的索振动频率。本文通过试验,详细讨论了斜拉索模态测试中若干试验参数,如激振类型、激振位置、传感器位置以及频率分辨率对试验结果的影响;比较环境激励与锤击激励的效果,验证了环境激励的方法也可以准确识别索的频率;最后给出了较为合理的斜拉索模态试验方案,用该方案确定的索力与理论计算结果相差不超过 1. 5%。 Experimental modal analysis and testing is one of the most widely used techniques for the measurement of tension forces in stay cables. For the modal testing of stay cables, adoption of proper experimental methodology for acquiring the reliable signals plays a key role for accurate identification of the cable frequencies. In this paper, a stay cable model experiment was conducted in laboratory to determine the effects of the variables such as type and placement of excitations, arrangement of accelerometers, sampling frequency and frequency resolution etc. Comparing the frequencies identified by the ambient excitation with those by the hammer excitation, it is demonstrated that the ambient excitation is good enough to identify the frequencies of stay cables interested. A feasible experimental procedure was presented for accurate determination of the stay cables frequencies. The results show that the tensions of the stay cable experimentally determined achieve an error of less than 1.5% by comparing those with the theoretical prediction.
出处 《实验力学》 CSCD 北大核心 2005年第1期102-108,共7页 Journal of Experimental Mechanics
基金 国家自然科学基金资助项目(50378021) 福建省科技计划重点项目(2002H027)
  • 相关文献

参考文献8

  • 1严国敏.现代斜拉桥[M].西安:西南交通大学出版社,1995..
  • 2刘志军,党志杰,罗元文,汪凤泉.振动法测定缆索张力的研究[J].桥梁建设,2002,32(2):26-29. 被引量:20
  • 3陈刚,任伟新.基于环境振动的斜拉桥拉索基频识别[J].地震工程与工程振动,2003,23(3):100-106. 被引量:33
  • 4Heylen W, Lammens S, Sas P. Modal Analysis-Theory and Testing [M]. Katholieke Universiteit Leuven, 1997.
  • 5陈刚.振动法测索力与实用公式 [D]. 福州大学硕士学位论文[EB/OL].http://bridge.fzu.edu.cn,2004.1.
  • 6Mehrabi A B, Tabatabai H A. Unified Finite Difference Formulation for Free Vibration of Cables [J]. Journal of Structural engineering, ASCE, 1998, 124(11): 1313~1322.
  • 7Zui H, Shinke T, Namita Y. Practical Formulas for Estimation of Cable Tension by Vibration Method [J]. Journal of Structural Engineering, ASCE, 1996, 122(6): 651~656.
  • 8Irvine H M. Cable Structures [M]. Cambridge: The MIT Press, 1981.

二级参考文献15

  • 1严国敏.现代斜拉桥[M].西安:西南交通大学出版社,1995..
  • 2严国敏.现代斜拉桥[M].成都:西南交通大学出版社,1995..
  • 3Main, J.A. and Jones, N. P. Full -Scale Measurements of Stay Cable Vibration[ A]. Proceedings of the 10th International Conference on Wind Engineering[ C ]. Copenhagen, Denmark, 1999 : 21 - 24.
  • 4Casas, J. R. A Combined Method for Measuring Cable Forces : the Cable - Stayed Alamillo Bridge, Spain[ J]. Structural Engineering International, 1994,4:235-240.
  • 5Russell, J.C. and Lardner, T.J. Experimental Determination of frequencies and Tension for Elastic Cables[ J]. Journal of Engineering Mechanics. ASCE, 1998,124 : 1067 - 1072.
  • 6Yen, W. H. P. , Mehrabi, A.B. and Tabatabai, H. Estimation of Stay Cable Tension Using a Non - destructive vibration Technique[ A]. Proceedings of the 15^th Structures Congress[ C]. ASCE, 1997,1:503 -507.
  • 7Smith, S.W. and Johnson, M.L. Field Test to determine Frequencies of Bridge Stay cables[ A]. Proceedings of the 17th International Modal Analysis Conference, Kisssimmee, FL, February, 1999.
  • 8Cunha, A. , Caetano, E. and Delgado, R. Dynamic Tests on Large cable - Stayed Bridge, Journal of Bridge Engineering[J]. 2001,6( 1 ) : 54- 62.
  • 9Zheng, G. , Ko, J.M. and Ni, Y.Q. Multimode - Based Evaluation of Cable Tension Force in Cable - Supported Bridges[ A]. Smart Structures and Materials 2001 : Smart Systems for Bridges, Structures, and Highways[ C]. SPIE 4330:2001.511 -522.
  • 10Zui, H. , Shinke, T. and Namita, Y. Practical Formulas for Estimation of Cable Tension by Vibration Method [ J ]. Journal of Structural Engineering, ASCE, 122(6). 1996:651 -656.

共引文献56

同被引文献133

引证文献19

二级引证文献195

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部