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冲击作用下浮放物体倾倒分析 被引量:2

Analysis of the Toppling of Free-standing Object under Percussive Effect
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摘要 将浮放物体简化为刚性块体,基础简化为刚性平面,研究冲击作用下物体摇晃运动时影响物体倾倒的因素。 The free-standing object is simplified as a rigid body, and the foundation is simplified as a rigid plane. While the object does a rocking motion under percussive effect, the factors of affecting the toppling of the object are researched.
出处 《西部探矿工程》 CAS 2005年第2期119-121,共3页 West-China Exploration Engineering
关键词 浮放物体 摇晃 倾倒 free-standing object rocking topple
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参考文献4

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  • 2Nicos Makris, Yiannis Roussos. Rocking Response and Overturning of Equipment Under Horizontal Pulse-Type Motions. Report PEER-1998/05 Pacific Earthquake Engineering Research Center.College of Engineering University of California, Berkeley. October 1998.
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  • 4Yim et al. Rocking Response of Rigid Blocks to Earthquake. Earthquake Engineering and Structural Dynamics. 1980 , 8 : 565-687.

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  • 2Yadav D, Girdhar P, Kumar V, et al. Earthquake vulnera- bility of flee standing monolithic statues[J]. European Journal of Scientific Research, 2010,44 (2) : 355 -373.
  • 3何静.日本大地震造成295件(处)文物受损[N].中华文化报,2011-03-24.
  • 4岸褚介,伊津野和行,土岐意三.耐震マットを用ぃた文化财の倒防止ぃ关する实验的研究[J].历史都市防灾论文集,2008,(2):85-90.
  • 5Zhou Q, Yan W M. Oscillation response of museum cultural relics under earthquake by shaking table tests [ C ]//Apphed Mechanics and Materials, 2012,105- 107:392-397.
  • 6王林.Et本博物馆展览的地震受害与防护研究[J].中国博物馆通讯,2008,(7):1-2.
  • 7Calio I, Marletta M. Passive control of the seismic rocking response of art objects[J]. Engineering Structures, 2003,25 (8) : 1009-1018.
  • 8Calio I, Marietta M. On the mitigation of the seismic risk of art objects: Case - studies[C]//Proceedings of the 13th World Conference on Earthquake Engineering. Canada: 2004.
  • 9Roussis P C, Pavlou E A, Pisiara E C. Base-isolation tech- nology for earthquake protection of the art objects[ C]//Pro- eeedings of The 14th World Conference on Earthquake Engi- neering. Beijing, China: 2008.
  • 10Di Egidio A, Contento A. Seismic response of a non-sym- metric rigid block on a constrained oscillating base[J]. En- gineering Structures, 2010,32(10) : 3028-3039.

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