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超大跨径悬索桥的现场振动试验 被引量:1

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摘要 采用环境脉动法对西堠门大桥进行了现场振动试验,测试了大桥的固有模态。介绍了所采用的测试方法,并通过有限元分析对大桥动力特性进行了试验与理论的相互比较。
作者 谭庆才
出处 《低温建筑技术》 2012年第5期59-61,共3页 Low Temperature Architecture Technology
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参考文献3

  • 1徐良,江见鲸,过静珺.广州虎门悬索桥的模态分析[J].土木工程学报,2002,35(1):25-37. 被引量:35
  • 2Cantieni R, Deger Y, Pietrzko S. Large structure investigation with dynamic methods: The bridge on the river am'eat aaburg [ C] ,// Prestressed Concrete in Switzerland. Report of the Swiss FIP Group to the 12th FIP Congress, Washington, D. C : 1994, 29 (2) :20.
  • 3Law S S, Ko J M. Ambient vibration measurement of the tsing ma bridge towers [ C] ///Bridges into the 21 st century conference pro- ceedings,Hong Kong:1995,10(2) : 585 -592.

二级参考文献3

  • 1Cantieni R, Deger Y, and Pietrzko S. Large Structure Investigation with Dynamic Methods: The Bridge on the River Aare at Aaburg, Prestressed Concrete in Switzerland. Report of the Swiss FIP Group to the 12th FIP Congress, Washington, D.C, 1994. 2. 29:20~26
  • 2Law S S and Ko J M. Ambient Vibration Measurement of the Tsing ma Bridge Towers. Bridges into the 21st Century Conference Proceedings, Hong Kong, 1995. 10. 2:585~592
  • 3Ewins D J. Modal Testing: Theory and Practice. Taunton,Somerset, England: research studies press 1995

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