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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/67384

    Title: Seismic Performance of Piles from PBEE and EQWEAP Analyses
    Authors: Chang, D. W.;Yang, T. Y.;Yang, C. L.
    Contributors: 淡江大學土木工程學系
    Keywords: Seismicity;Performance Based Earthquake Engineering;Wave Equation Analysis;Pile Foundation
    Date: 2010-06
    Issue Date: 2013-04-16 09:53:16 (UTC+8)
    Publisher: Bangkok: Southeast Asian Geotechnical Society
    Abstract: The Performance Based Design in geotechnical engineering requires an extensive research work prior to the details establishment for the design. The seismic performance of the piles is certainly of this interest, thus worthwhile discussions for the engineers. This paper would allow one to find the example of the studies based on PBEE and EQWEAP analyse. A numerical study was conducted for the piles located in Taipei Basin where the seismic conditions are significantly important to the design engineers. Therefore the local seismic design concerns of the Building Code were also incorporated into the measurements. Follow the simplified form of PEER Framing equation, probabilities of the possible pile performance parameters were able to examine whereas the prospectives of such analyses are suggested accordingly.
    Relation: Geotechnical Engineering Journal of the SEAGS & AGSSEA 41(2), pp.79-86
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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