重力式岸壁の耐震性能評価手法 SEISMIC PERFORMANCE EVALUATION CHARTS FOR GRAVITY TYPE QUAY WALLS

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Author(s)

Abstract

More than two hundred cases of effective stress analyses with variation of seismic coefficients and liquefaction resistance were conducted. Among the parameters considered in this study, the most sensitive parameter affecting the wall displacement under a prescribed level of shaking is the SPT N-value of subsoil below and behind the wall. With the results of parametric calculations, a simple procedure and charts are propsed to evaluate the order-of-magnitude displacement of a quay wall. It demonstrated the capability to evaluate a wide range of displacements, ranging from the displacement in the order of onetenths of meters to those with one order higher.

Journal

  • STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING

    STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING 703, 21s-31s, 2002-04-21

    Japan Society of Civil Engineers

References:  18

Codes

  • NII Article ID (NAID)
    10008219675
  • NII NACSIS-CAT ID (NCID)
    AN10014020
  • Text Lang
    ENG
  • Article Type
    ART
  • ISSN
    02897806
  • NDL Article ID
    6155356
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-6
  • Data Source
    CJP  NDL  J-STAGE 
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