WANG GuANGYUAN, OU JINPING. 1988: FUZZY-RANDOM MODELS OF EARTHQUAKE GROUND MOTION. Acta Seismologica Sinica, 10(3): 308-316.
Citation: WANG GuANGYUAN, OU JINPING. 1988: FUZZY-RANDOM MODELS OF EARTHQUAKE GROUND MOTION. Acta Seismologica Sinica, 10(3): 308-316.

FUZZY-RANDOM MODELS OF EARTHQUAKE GROUND MOTION

More Information
  • Published Date: September 01, 2011
  • The models of future earthquake ground motion, besides randomness, have strong fuzziness owing to the ambiguous definitions and norms for evaluation of the intensity degrees and the site soil classification.The forms to express the fuzziness and randomness of the model should be different for problems with different characters and conditions. But mainly there are two kinds of models for earthquake ground motion. The first kind of model is based on the prediction of the fuzzy earthquake intensity and the use of earthquake response spectrum. The other kind of model is a fuzzy random process which at present must be simplified as a random process with fuzzy parameters.Key Words: Fuzzy intensity, Fuzzy predictive intensity, Fuzzy response spectrum, Earthquake ground motion, Fuzzy power spectrum, Fuzzy random process.
  • [1] Wang Guangyuan, The fuzzy comprehensive evaluation of earthquake intensity and its application to Strucrural aseismic design, Proc. of 8th World Conference on Earthquake Engineering, San Francisco, 1984,310——318.

    [2] Wang Guangyuan, Two——stage comprehensive evaluation of earthquake intensity and its application, Earthquake Erzgin.eerirzg arzd Structural Dynamics, 1985, 13, 67——73.

    [3] Wang Guangyuan and Wang Wenquan, Fuzzy Optimum design of aseismic Structures, Earthguare Erzginc——Bring arzd Structural Dyrzamics, 1985, 13, 827——837.

    [4] Wang Guangyuan and Wang Wenquan, Fuzzy reliability analysis of aseismic Structures, Proceedings zerrzational Symposium on Puszy Mathematics in Earthquake Researches, 1985, 2, 93——102, Seismological Press.

    [5] Wang Kuangyuan and Ou Jinping, Fuzzy random Vibration of structures Subjected to earthquake, 1985, 1,206——216, Seismological Press.

    [6] Wang Guangyuan and Ou Jinping Fuzzy random vibration of multi——degree——of——freedom hysteretic systems subjected to earthquake, Earthquake Engineerirzg arzd Structural Dyrzamics, 1987, 15, 539——548.

    [7] 王光远,在非平稳强地震作用下结构反应的分析方法,土木工程学报,19G4} 10,14——22.

    [8] 汪培庄,模糊集合论及其应用,94——109 } 1983,上海科技出版社.

    [1] Wang Guangyuan, The fuzzy comprehensive evaluation of earthquake intensity and its application to Strucrural aseismic design, Proc. of 8th World Conference on Earthquake Engineering, San Francisco, 1984,310——318.

    [2] Wang Guangyuan, Two——stage comprehensive evaluation of earthquake intensity and its application, Earthquake Erzgin.eerirzg arzd Structural Dynamics, 1985, 13, 67——73.

    [3] Wang Guangyuan and Wang Wenquan, Fuzzy Optimum design of aseismic Structures, Earthguare Erzginc——Bring arzd Structural Dyrzamics, 1985, 13, 827——837.

    [4] Wang Guangyuan and Wang Wenquan, Fuzzy reliability analysis of aseismic Structures, Proceedings zerrzational Symposium on Puszy Mathematics in Earthquake Researches, 1985, 2, 93——102, Seismological Press.

    [5] Wang Kuangyuan and Ou Jinping, Fuzzy random Vibration of structures Subjected to earthquake, 1985, 1,206——216, Seismological Press.

    [6] Wang Guangyuan and Ou Jinping Fuzzy random vibration of multi——degree——of——freedom hysteretic systems subjected to earthquake, Earthquake Engineerirzg arzd Structural Dyrzamics, 1987, 15, 539——548.

    [7] 王光远,在非平稳强地震作用下结构反应的分析方法,土木工程学报,19G4} 10,14——22.

    [8] 汪培庄,模糊集合论及其应用,94——109 } 1983,上海科技出版社.
  • Related Articles

Catalog

    Article views (952) PDF downloads (84) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return