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波阻板隔振设计方法及优化 被引量:1

Optimization Design of Wave Impedance Board
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摘要 从实际应用的角度出发,提出波阻板(WIB)的设计方法及其优化设计:假设WIB均为圆板,详细研究了在经济投入一定(某强度等级的WIB混凝土体积不变)的情况下,如何合理确定圆形混凝土WIB的厚度与直径之比(厚径比),以使隔振效果达最佳。 As a new way of vibration isolation, Wave Impedance Board (WIB) is applied in engmeenng prac- tice. The design method of WIB is put forward from the view of practical application. In the assumption of WIB as a circular plate in optimal design, and to make the better isolation, the paper studies reasonable determina- tion of the thickness-to-radius ratio of circular concrete in detail in economic investment.
出处 《桂林理工大学学报》 CAS 北大核心 2012年第3期350-354,共5页 Journal of Guilin University of Technology
基金 中国机械工业集团公司科技发展基金项目(SINOMACH 06科75)
关键词 优化设计 隔振效果 波阻板 厚径比 optimal design isolation effect Wave Impedance Board (WIB) thickness-to-radius ratio
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参考文献10

  • 1Schmid G,Chouw N, Le R. Shielding of structures from soil vibrations[ C]//Proceedings of Soil Dyn. and Earth. Eng. V. London: Computational Mechanics Publications, 1992:651 - 662.
  • 2Takemiya H. Vibration propagation and mitigation for a pilesupported foundation by honeycomb-shaped WIB [ C ] //Chen Y M, Takemiya H. Environmental Vibration : Prediction,Monitoring and Evaluation. Beijing: People's Communications Press, 2003 : 267 - 290.
  • 3Takemiya H. Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct [J]. Soil Dyn. Earth. Engin. , 2004, 24 (1): 69- 87.
  • 4Madshus C, Kaynia A M, Harvik L, et al. A numerical ground model for railway-induced vibration [ C ] //Skipp B O. Ground Dynamics and Man-Made Processes: Prediction, Design and Management. London: Thomas Telford, 1998, 45 - 55.
  • 5Kaynia A M, Madshus C, Zackrisson P. Ground vibration from high-speed trains: prediction and countermeasure [ J ]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126 (6): 531-537.
  • 6高广运,冯世进,李伟,郑建国.三维层状地基竖向激振波阻板主动隔振分析[J].岩土工程学报,2007,29(4):471-476. 被引量:22
  • 7Gao G Y, Li N, Yue Z Q. Experimental study on active vibration isolation by WIB in layered ground under vertical loading [C] //4th Int. Symposium on Environmental Vibration- Prediction, Monitoring and Evaluation. Beijing: Science Press, 2009 : 245 - 253.
  • 8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
  • 9高广运,张博,李伟.层状和竖向非均匀地基中水平-摇摆耦合激振波阻板三维隔振分析[J].岩土力学,2012,33(2):349-353. 被引量:14
  • 10GB50463-2008,隔振设计规范[S].

二级参考文献28

  • 1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
  • 2高广运,冯世进,李伟,郑建国.三维层状地基竖向激振波阻板主动隔振分析[J].岩土工程学报,2007,29(4):471-476. 被引量:22
  • 3SCHMID G, CHOUW N, LE R. Shielding of structures from soil vibrations[C]//Proceedings of Soil Dyn. and Earth. Eng. V. [S. 1.]: Computational Mechanics Publications, 1992:651--662.
  • 4PEPLOW 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.
  • 5TAKEMIYA H. Vibration propagation and mitigation for a pile-supported foundation by honeycomb-shaped WIB[C]// Proceedings of Environment Vibration: Prediction, Monitoring and Evaluation. Hangzhou: [s. n.], 2003, 267 --290.
  • 6TAKEMIYA H. Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct[J]. Soil Dyn. Earthq. Engrg., 2004, 24: 69--87.
  • 7SEAL S H, KAUSEL E. Dynamic and static impedances of cross-anisotropic halfspaces[J]. Soil Dyn. Earthq. Engrg., 1990, 8(4): 172--178.
  • 8LAMB H. On the propagation of tremors over the surface of an elastic solid[J]. Philosophical Transac- tions of the Royal Society, London (Series A), 1904, 203: 1--42.
  • 9WOODS R D, BARNET N E, SANGESSER R H. A new tool for soil dynamics[J]. Journal of Geotechnical Engineering, 1974, 100(11): 1231 -- 1247.
  • 10Madshus 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.

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