INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING

Ding Youliang; Li Aiqun

doi:10.13204/j.gyjz200508025

Volume 35 Issue 8

Dec. 2014

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Ding Youliang, Li Aiqun. INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 100-102. doi: 10.13204/j.gyjz200508025

Citation:

Ding Youliang, Li Aiqun. INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 100-102. doi: 10.13204/j.gyjz200508025

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INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING

doi: 10.13204/j.gyjz200508025

Ding Youliang¹,
Li Aiqun²

1.
1. College of Civil Engineering,Southeast University Nanjing 210096;
2.
2. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2005-03-10
Publish Date: 2005-08-20

Abstract

Abstract

The seismic responses of steel tower that is built atop of Jiangsu Electricity-Net Dispatcher Center are obtained with respect to each vibration mode using the direct dynamic analysis method based on the mode-superposition.The contributions of each vibration mode to seismic response of steel tower are studied and the influences of high-order modes on the seismic response are investigated.The calculation results reveal that due to the whiplash effect of steel tower,the considered number of vibration modes need to be appropriate to calculate the response of steel tower using the mode-superposition response spectrum method.
- high-rise building,
- steel tower,
- high-order vibration mode

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References(6)

References

[2] Wilson E L. Three Dimensional Static and Dynamic Analysis of Structures.Computers and Structures,2000;

曲淑英,等.高层结构的鞭梢效应分析.工业建筑,2001,31(10):28～30;

[3] 沈聚敏,周锡元,高小旺,等.抗震工程学.北京:中国建筑工业出版社,2000;

[4] Ruben L B,Fernando V Y.Experimental Verification of Basic Analytical Assumptions Used in the Analysis of Structural Wall Buildings. Engineering Structures,2000,22(6):657～669;

[5] Wilson E L,Yuan M W,Dickens J M.Dynamic Analysis by Direct Superposition of Ritz Vectors. Earthquake Engineering and Structural Dynamics,1982,10(6):813～823;

[6] 吴广珊,那向谦.高耸钢筋混凝土电视塔结构地震反应的高振型影响分析.烟台大学学报,1995,8(3):52～58

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