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层状地基对块体基础地基刚度的影响 被引量：2

STUDY ON EFFECT OF LAYERED SOIL ON STIFFNESS OF BLOCK FOUNDATION RESTING ON IT
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摘要 在土-结构动力相互作用分析中,考虑地基分层的影响是非常重要的。虽然国内外学者在这方面已经进行了大量深入细致的研究,但是目前仅有极少一部分可应用于工程实际的简化计算方法。基于不同理论,根据不同方法分析地基分层对地基刚度的影响,分析结果可供改进我国动力机器基础设计方法时参考。 It is important to estimate the influence of layered soil in soil-structure interaction analysis.Although a great number of investigations have been carried out on this subject,there are very few practical methods without complex calculations.The effect of layered soil on stiffness of block foundations is evaluated by several methods.The result could be referred in improving the methods of the dynamic response analysis of machine foundations.
作者 张剑寒 刘志杰 蒋通
机构地区 空军工程设计研究局 同济大学
出处 《工业建筑》 CSCD 北大核心 2008年第z1期664-666,共3页 Industrial Construction
关键词 层状地基 块体基础 锥体模型 地基分层影响系数 layered soil block foundation cone model effect coefficient of layered soil
分类号 TU470.3 [建筑科学—结构工程]
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二级参考文献13

  • 1蒋通,程昌熟.用二次形函数薄层法分析弹性层状地基中的动力问题[J].力学季刊,2006,27(3):495-504. 被引量：13
  • 2Kausel E.The Thin-Layer Method in Seismology and Earthquake Engineering,in Wave Motion in Earthquake Engineering[M].Southampton,Boston,WIT Press,2000,193-213
  • 3田治見宏,下村幸男.3次元薄層要素による建物一地盤系の動的解析[C].日本建築學會論文報告集,1976,243:41-51.
  • 4Kausel E,Roesset J M.Stiffness matrixes for layered soils[J].Bulletin of the Seismological Society of America,1981,71:1743-1761.
  • 5Tajimi H.A contribution to theoretical prediction on dynamic stiffness surface foundations[C].In Proc 7th World Conf Earthquake Eng,Istanbul,1980,105-112.
  • 6日本建築學會.入門建物と地盤との動的相互作用[M].日本建築學會,1996.
  • 7長谷川正幸.彈性波動論に基づいた群杭の動的舉動に關よゐ基礎的研究[M].清水建设株式会社,1993.
  • 8Kaynia A M,Kausel E.Dynamics of piles and pile groups in layered soil media[J].Soil Dynamics and Earthquake Engineering,1991,10:386-401.
  • 9Gazetas G.Analysis of Machine Foundation Vibrations:State of the Art.J.Soil Dynamics and Earthquake Engng.,1983(2):2-42
  • 10Wolf J P.Foundation Vibration Analysis Using Simple Physical Models.Englewood Cliffs,New Jersey:Prentice-Hall,1994

共引文献16

同被引文献22

  • 1燕彬,黄义,王成林.任意刚性基础竖向动阻抗的简化计算[J].世界地震工程,2005,21(1):91-96. 被引量：4
  • 2蒋通,程昌熟.用薄层法分析层状地基中各种基础的阻抗函数[J].力学季刊,2007,28(2):180-186. 被引量：12
  • 3Ehlers G. The effect of soil flexibility on vibrating systems [J]. Beton Eisen,1942,41(21/22): 197 -203.
  • 4Gazetas G. Simple physical methods for foundation impedance. Dynamic behaviour of foundations and buried structures[ M ]. In: Banerjee PK, Butterfield R, editors. Developments in soil mechanics and foundation engineering, vol. 3. London : Elsevier, 1987. [ chapter 2 ].
  • 5Gazetas G, Dobry R. Simple radiation damping model for piles and footings [ J]. Journal of Geotechnical Engineering, ASCE, 1984,110(6) :937 - 956.
  • 6Meek J W, Wolf J P. Why cone models can represent the elastic half-space [ J ]. Earthquake Engineering and Structural Dynamics, 1993,22( 1 ) :759 - 771.
  • 7Jaya K P, Prasad A M. Embedded foundation in layered soil under dynamic excitations [ J ]. Soil Dynamics and Earthquake Engineering,2002,22 ( 6 ) :485 - 498.
  • 8Wolf J P. Foundation vibration analysis using simple physical models[ M ]. Englewood Cliffs, NJ : Prentice-Hall, 1994.
  • 9Pradhan P K,Baidya D K, Ghosh D P. Impedance functions of circular foundation resting on layered soil using cone model [ J ]. Electronic Journal of Geoteehnieal Engineering, 2003,8 (B).
  • 10Pradhan P K, Mandal A, Baidya D K, et al. Dynamic response of machine foundation on layered soil: cone model versus experiments [ J ]. Geotechnical and Geological Engineering, 2008,26(4) :453 -468.

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工业建筑
2008年 第z1期

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