STOCHASTIC RESPONSE ANALYSIS OF CORRIDORS OF CONNECTED HIGH-RISE STRUCTURES UNDER MULTI-SUPPORT EARTHQUAKE EXCITATIONS

Gui Guoqing; Li Yonghua

doi:10.13204/j.gyjz201012009

Volume 40 Issue 12

Dec. 2014

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Gui Guoqing, Li Yonghua. STOCHASTIC RESPONSE ANALYSIS OF CORRIDORS OF CONNECTED HIGH-RISE STRUCTURES UNDER MULTI-SUPPORT EARTHQUAKE EXCITATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 28-33. doi: 10.13204/j.gyjz201012009

Citation:

Gui Guoqing, Li Yonghua. STOCHASTIC RESPONSE ANALYSIS OF CORRIDORS OF CONNECTED HIGH-RISE STRUCTURES UNDER MULTI-SUPPORT EARTHQUAKE EXCITATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 28-33. doi: 10.13204/j.gyjz201012009

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STOCHASTIC RESPONSE ANALYSIS OF CORRIDORS OF CONNECTED HIGH-RISE STRUCTURES UNDER MULTI-SUPPORT EARTHQUAKE EXCITATIONS

doi: 10.13204/j.gyjz201012009

Gui Guoqing^1,2,
Li Yonghua²

1.
1. School of Technology,Jinggangshan University,Ji’an 343009,China;
2.
2. School of Architecture and Civil Engineering,Nanchang University,Nanchang 330029,China

Received Date: 2009-12-10
Publish Date: 2010-12-20

Abstract

Abstract

Traditional random vibration method requires a large number of numerical integrations,which is very time-consuming in multi-excitation analysis.Based on closed-form integration for polynomial-type power spectral density functions in log-log scales,a robust integration technique which has been applied in ANSYS can overcome these drawbacks and has been verified to be efficient and accurate.The stochastic responses of corridors of connected high-rise structures under multi-support excitations of bilateral horizontal seismic action are numerically simulated by the technique in this paper.The mean of maximum and variance response values obtained from the spatially varying earthquake ground motions are compared.The results show that the axial forces of the bars of the corridors have been increased when considering the wave-passage and the partial coherence,so the spatially varying earthquake ground motions should be considered in the analysis.
- connected high-rise structure,
- corridor,
- seismic response,
- random vibration,
- multi-support excitations

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References(10)

References

林家浩,张亚辉.随机振动的虚拟激励法[M].北京: 科学出版社,2004: 136-139.

[2] Chen Mu-Tsang,Ashraf Ali.An Efficient and Robust Integration Technique for Applied Random Vibration Analysis [J].Computers ＆ Structures,1998,66(6): 785-798.

[3] 徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005:141-145.

[4] Sevket Ates,Alemdar Bayraktar,Dumanoglu A Aydin.The Effectof Spatially Varying Earthquake Ground Motions on the Stochastic Response of Bridges Isolated with Friction Pendulum Systems [J].Soil Dynamics and Earthquake Engineering,2006,26: 31-44.

[5] Harichandran R S,Hawwari A,Sweidan B N.Response of Long-Span Bridges to Spatially Varying Ground Motions [J].Journal of Structural Engineering,1996,122:476-484.

[6] Abdullateef M,Alkhaleefi,Ashraf Ali.An Efficient Multi-Point Support-Motion Random Vibration Analysis Technique [J].Computers ＆ Structures,2002,80: 1689-1697.

[7] Sevket Ates,Dumanoglu A Aydin,Alemdar Bayraktar.Stochastic Response of Seismically Isolated Highway Bridges with Friction Pendulum Systems to Spatially Varying Earthquake Ground Motions[J].Engineering Structures,2005,27: 1843-1858.

[8] 屈铁军,王君杰,王前信.空间变化的地震动功率谱的实用模型[J].地震学报,1996,18(1): 55-62.

[9] 薛素铎,王雪生,曹资.基于新抗震规范的地震动随机模型参数研究[J].土木工程学报,2003,36(5): 5-10.

[10] Guyan R J.Reduction of Stiffness and Mass Matrices [J].AIAA Journal,1965,3(2):380.

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