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场地地震液化势的模糊概率分析 被引量:2

Analysis of fuzzy probability for seismic liquefaction damage at site
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摘要 鉴于场地地震液化势实属非确定性现象,文中对这类非确定性现象进行了适当的阐述。既考虑场地地震液化的随机性又计及其危害程度分级的模糊性,将其作为随机模糊事件求其模糊概率,推导出计算场地液化模糊概率的方法和相应的公式。最后以文中建议的方法对我国30个场地地震液化的实例进行了模糊概率分析。其结果除与实际情况的总趋势一致外,还给出了可能产生各级危害程度的定量评估,便于工程抗震作出合理的决策。 The assessment of the damage caused by seismic liquefaction is really an uncertain problem, which not only has a random property, but also a fuzzy character. In this paper these two characters have been taken into consideration to evaluate seismic liquefaction damage at the site. The seismic liquefaction damage is treated as a fuzzy random matter to evaluate its fuzzy probability in order to get the more practical uncertain results. Finally, There are thirty liquefaction cases of Haicheng earthquake (1975) and Tangshan earthquake (1976) which have been analysed with suggested fuzzy probability. It may be seen that the results of analysis not only closely agree with facts, but also represent the numerical assessment of the degree of liquefaction damage.
出处 《大连理工大学学报》 EI CAS CSCD 北大核心 1992年第2期209-217,共9页 Journal of Dalian University of Technology
基金 国家自然科学基金资助项目
关键词 地震 液化 场地 模糊概率 earthquake liquefaction fuzzy subsets membership function
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参考文献2

  • 1赵国藩,工程结构可靠度,1984年
  • 2水本雅晴,模糊数学及其应用,1984年

同被引文献9

  • 1包承纲 于丽.土坡在非常条件下稳定分析的概率方法[J].岩土工程学报,1987,9(3):16-25.
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  • 3He Guangne.The safety cirterion and fuzzy safety criterion in geotechnical engineering. J. Foundation Eng . 1992
  • 4Meyerhof,Y. Y.Safety fators in soil mechanics. Proc. 7th Inter. Conference on SMEF . 1969
  • 5R. N. Yong,E. Alonso,and M. M. Tabba.Application of Risk Analysis to the Prediction of Slope Instability Canadian Geotechnique. . 1977
  • 6高小旺,鲍霭斌.用概率方法确定抗震设防标准[J]建筑结构学报,1986(02).
  • 7谢君斐.对“关于修改抗震规范砂土液化判别式的几点意见”一文讨论的答复[J]地震工程与工程振动,1985(01).
  • 8刘惠珊,乔太平,王承春,翁鹿年.场地的液化危害性分析[J]地震工程与工程振动,1984(04).
  • 9He Guangne Yang Bin Professor, Dalian University of Technology, Dalian 116024 Engineer, Design and Research Institute of Shanghai Harbour Engineering, Shanghai 200032.Probabilistic Analysis for Seismic Stability of Beach Earth Embankment[J].China Ocean Engineering,1995,10(4):445-453. 被引量:1

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