SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT

Du Dongshen; Li Aiqun; Shi Qiyin; Li Peibin; Lou Yu

doi:10.13204/j.gyjz200603022

Volume 36 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(3): 83-86

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Citation:

Du Dongshen, Li Aiqun, Shi Qiyin, Li Peibin, Lou Yu. SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 83-86. doi: 10.13204/j.gyjz200603022

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SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT

doi: 10.13204/j.gyjz200603022

1.
1 College of Civil Engineering,Southeast University Nanjing 210096;
2.
2 China Electronic Engineering Design Institute Beijing 100840

Received Date: 2005-11-15
Publish Date: 2006-03-20

Abstract

Abstract

The analysis of dynamic characteristics and s eismic response of a high_rise control tower of airport with steel frame on the top is given from two respects: model s haking table test and finite element calculation. A 1B 30 scaled model is tested to simulate the earthquake on shaking table. The dynamic characteristics and s eismic res pons e of the prototype structure are got by the s imilar relationship according to the testing results. The dynamic calculations of the model and prototype structures are also made using structural finite element analyses programs and the results are compared and analyzed with the test.
- control tower of airport,
- high_rise structure,
- shaking table,
- finite element analysis

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References(6)

References

Sabnis C M, Harrish G, White R N, et al. Structure Modeling andExperimental Techniques. Englewood Cliffs,N J: Prentice_Hal l Inc,1 983: 48-62

朱伯龙. 结构抗震试验. 北京: 地震出版社,1 989: 8-1 2

李爱群,石启印, 杜东升,等. 首都机场新塔台模型模拟地震振动台实验研究报告. 南京: 东南大学,2002

Wilson E L. Three Dimensional Static and Dynamic Analysis of Struct ure.Comput er and St ructure,Inc., 2000: 7-16

李国强,周向明, 丁翔. 高层建筑钢-混凝土混合结构模型模拟振动台试验研究. 建筑结构学报,2000,22(2): 2-7

张昕,周德源,张风岭,等. 某高层建筑结构模型振动台试验研究及有限元分析. 地震工程与工程振动,1999,1 9(3): 37-43

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