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土—桩—平台—水流系统的地震反应分析 被引量:1

Earthquake Response Analysis of the Soil-pile-platform-water System
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摘要 本文对土—桩—平台—水流系统在水平地震激励下的动力响应问题作了分析研究。考虑了桩与地基土、水流之间的动力相互作用,由解析法给出了系统对地震响应的分析,并就地震激励频率对系统动力特性的影响作了数值计算,给出了相应结果。 his paper deals with the problem of earthquake response analysis of the soil-pile-platform-water system and considers the interaction of soil-pile-water. The analysis of the system on the earthquake response is given by analytic method. The numerical examples are presented which show the influence of the frequency of seismic excitation on the dynamic behavour of the system.
作者 房营光
出处 《广东工业大学学报》 CAS 1994年第4期8-15,共8页 Journal of Guangdong University of Technology
关键词 土—桩—平台—水流系统 地震反应 激励频率 动力特性 the soil-pile-platform-water system earthquake response frequencz of excitation dynamic behaviour
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参考文献1

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同被引文献15

  • 1陈昌斌,陶寿福,曹国敖.流体——重力式锥状单腿平台结构——土相互作用体系的地震动力响应[J].海洋工程,1996,14(2):84-90. 被引量:3
  • 2高学奎,朱晞.地震动水压力对深水桥墩的影响[J].北京交通大学学报,2006,30(1):55-58. 被引量:62
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  • 5Tanaka Y,Hudspeth R T.Restoring forces on vertical circular cylinders forced by earthquake. Earthquake Engineering and Structural Dynamics . 1988
  • 6Zhao M,Du XL,Liu JB,et al.Explicit finite element ar-tificial boundary scheme for transient scalar waves in two-dimensional unbounded waveguide. International Journalfor Numerical Methods in Engineering . 2011
  • 7DU Xiu-li,ZHAO Mi.Stability and identification forrational approximation of frequency response function ofunbounded soil. Earthquake Engineering&Struc-tural Dynamics . 2010
  • 8Penzien J,Kaul M K.Response of offshore towers to strongmotion earthquakes. International Journal ofEarthquake Engineering and Structural Dynamics . 1972
  • 9Du Xiuli,Zhao Mi.A local time-domain transmittingboundary for simulating cylindrical elastic wave propagationin infinite media. Soil Dynamics and EarthquakeEngineering . 2010
  • 10李富荣,陈国兴,王志华.考虑动水压力影响的单柱式桥墩地震反应分析[J].地震工程与工程振动,2008,28(2):114-121. 被引量:21

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