LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM

Tu Yongming; Lv Zhitao; Zhang Jiwen; Chen Jie; Qian Yang

doi:10.13204/j.gyjz200812014

Volume 38 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 49-53

Tu Yongming, Lv Zhitao, Zhang Jiwen, Chen Jie, Qian Yang. LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 49-53. doi: 10.13204/j.gyjz200812014

Citation:

Tu Yongming, Lv Zhitao, Zhang Jiwen, Chen Jie, Qian Yang. LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 49-53. doi: 10.13204/j.gyjz200812014

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LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM

doi: 10.13204/j.gyjz200812014

1.
1. Key Lab of C&PC Structure of Ministry of Education,Southeast University Nanjing 210096;
2.
2. Nanjing Municipal Institute of Civil Architecture Nanjing 210002;
3.
3. Architectural Design and Research Institute,Southeast University Nanjing 210096

Received Date: 2008-07-11
Publish Date: 2008-12-20

Abstract

Abstract

The lateral performance of the main structure of core-tube suspended vibration absorption system is analyzed. The results show that the lateral displacement when considering coupling effect will possibly be twice as that without coupling effect consideration while the overturning moment almost keeps the constant value. When the first order frequency 1 of the suspended system is invariant,the displacement amplitude of the structure is affected remarkably by the damping ratio 1 of the superstructure and the stimulation frequency ratio . The nominal height-to-width ratios of the main structure of hexagonal core-tube suspended vibration absorption system under different seismic fortification intensities are derived. In the 9-degree seismic zone the height-to-width ratio is small,so the single-core-tube suspended building is not preferred,but other types of suspended system,for example,the mega-frame suspended system,can be slected.
- suspended vibration absorption system,
- lateral performance,
- P-Δ effect,
- coupling effect,
- height-to-width ratio

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References(10)

References

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[5] 邓志恒,秦荣.巨型框筒部分悬挂结构控制体系地震反应特性及阻尼控制研究.地震工程与工程振动,2002,22(4):133-138

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