期刊文献+

弹性层状土体中波阻板(WIB)减振效果的边界元传递矩阵法分析

Vibration reduction due to wave impedance block embedded in layered elastic soil with BEM transfer matrix method
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摘要 采用边界元传递矩阵法,研究了层状土体中埋置波阻板(WIB)对条形简谐荷载振动的减振效果.土体为层状弹性半无限空间,波阻板埋置在层状土体中,通过计算层状土体中不同观察点的插入耗损,分析波阻板的减振效果.数值结果表明:波阻板对低频有较好的减振效果,但当振动波长相对于波阻板的埋深、宽度较小时,对于某些频率的振动,较远处的观察点有频率放大现象. A numerical model which investigates the transmission of vibrations and its reduction in the far-field of the surface of the ground is presented.The vibration attenuation device is the wave impedance block(WIB).It is based on an integral equation and transfer matrix formulation of the problem which is solved by using a boundary element approach.The ground is modeled as an elastic layered half-space and the inclusion is under the load within the layered half-space.The performance of WIB in impeding wave transmissions at a number of receiver positions is studied and measured in terms of insertion loss.It is shown that an inclusion has a beneficial effect at low frequencies.However,when the wave-length becomes short compared with the depth and width of the inclusion,adverse effects occur at some frequencies which are still observed in the far field.
出处 《南昌工程学院学报》 CAS 2011年第3期21-26,共6页 Journal of Nanchang Institute of Technology
基金 国家自然科学基金资助项目(50578071) 江西省教育厅青年科学基金项目(GJJ09367) 南昌工程学院首批大学生科研训练计划项目
关键词 波阻板(WIB) 层状弹性土 边界元传递矩阵法 减振 wave impedance block(WIB) layered elastic half-space BEM method vibration attenuation
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参考文献7

  • 1Waas G. Linear two-dimensional analysis of soil dynamic problems in semi-Infinite layered media[ D]. Berkeley: University of California, 1972.
  • 2Jones C J C, Wang A, Dawn T M. Modeling the propagation of vibration from railway tunnels [ C ]//Proc Computational Acoustics and its Environmental Applications, Computational Mechanics Publications, 1995:285 - 292.
  • 3Schmid G, Chouw N, Le R. Shielding of structures from soil vibrations [ C ]. Proceedings of Soil Dynamics and Earthquake Engineering V,Computational Mechanics Publications, 1992:651 -662.
  • 4Takemiya H, Fujiwara A. Wave propagation/impodiment in a stratum and wave impeding block (WIB)measured for SSI response reduction [ J ]. Soil Dynamics and Earthquake Engineering, 1994,13 (13) :49 - 61.
  • 5Kaynia M A, Madshus C, Zackrisson P. Ground vibration from high speed trains : prediction and counter measure [ J ]. Journal of Geotechnical and Geoenvironmental Engineering,2000,126 (6) :531 - 537.
  • 6高广运,李伟.二维地基波阻板隔振分析[J].地震工程与工程振动,2005,25(2):130-135. 被引量:20
  • 7劳洁声 刘秀兰.边界积分法在三维弹性力学中的应用[J].大连工学院学报,1981,20(1):53-61.

二级参考文献11

  • 1Madshus C, Kaynia A M, Harvik L, et al. A numerical ground model for railway-induced vibration [ R ]. Skipp B. O. , Ground dynamics and man-made processes prediction,design and management. Thomas Telford,1998.45 ~55.
  • 2Schmid G, Chouw N, LeR. Shielding of structures from soil vibrations[A]. Proceedings of Soil Dyn. and Earth. Eng[C]. V, Computational Mechanics Publications, 1992.651 ~ 662.
  • 3Takemiya H, Jiang Jian-qun, Wave impeding effect by buried rigid block and response reduction of dynamically excited pile foundation [ J ]. Structural Eng./Earth. Eng. , 1993,10 (3): 149 ~ 156.
  • 4Takemiya H, Fujiwara A. Wave propagation/impediment in a stratum and wave impeding block (WIB) measured for SSI response reduction [ J ].Soil Dynamics and Earthquake Engineering, 1994,13:49 ~ 61.
  • 5Peplow A T, Jones C J C, Petyt M, Surface vibration propagation over a layered elastic half-space with an inclusion [ J ]. Applied Acoustics,1999,56:283 ~ 296.
  • 6Peplow A T, Jones C J C, Petyt M. Vibration transmission in a layered ground with a wave impedance block[ R]. Ground Dynamics and ManMade Process: Prediction, design and management, Skipp, B. O. , Institution of Civil Engineers, Ground Engineering Board, ( eds. ) Thomas Telford, 1998.57 ~ 67.
  • 7.隔振设计规范(报批稿)[S].[S].,2003..
  • 8Leung KL, Beskos DE, Vardoulakis IG. Vibration isolation using open or filled trenches [ J ]. Comput. Mech. , 1990, (7) :137 ~48.
  • 9Kausel K. The thin-Layer method in seismology and earthquake engineering [ A ]. Wave Motion in Earthquake Engineering [ M ]. WIT Press,2000.
  • 10稽醒 臧跃龙 程玉民.边界元法进展及通用程序[M].上海:同济大学出版社,1997..

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