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Volume 38 Issue 3
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WANG Huai-feng, LOU Meng-lin, ZHANG Ru-lin. Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 468-476. DOI: 10.11779/CJGE201603010
Citation: WANG Huai-feng, LOU Meng-lin, ZHANG Ru-lin. Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 468-476. DOI: 10.11779/CJGE201603010
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Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit

  • 1. School of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361000, China;
    2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
    3. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266580, China

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  • Received Date: November 29, 2014
  • Published Date: March 24, 2016
    Graphical Abstract
    • Abstract
  • The appropriate selection of frequencies for determining Rayleigh damping parameters is significant for accurate analysis of soil layers with deep deposit. An optimized calculation method for Rayleigh damping coefficients in dynamic analysis of high-rise buildings is introduced to that of soil layers with deep deposit and is improved according to the characteristics of dynamic response of soil layers. The dynamic response of a typical soil model with deep deposit to 28 typical seismic waves is analyzed to compare the calculation accuracy and applicability of several methods for determining Rayleigh damping parameters. And the method for determining Rayleigh damping parameters of soil layers with deep deposit is proposed.
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    • References (23)
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