杭基礎の非線形復元力に関するハイブリッド実験  [in Japanese] HYBRID EXPERIMENT ON NONLINEAR RESTORING FORCE OF PILE FOUNDATIONS  [in Japanese]

Access this Article

Search this Article

Abstract

A hybrid study of nonliner, seismic soil-structure interaction was made by anumerical analysis of the governing equations of dynamic equilibrium, in which thenonlinear stiffness of the system was evaluated experimentally by pseudo-dynamictesting and the frequency dependence of the dynamic characteristics were taken intoaccount by use of a new time domain numerical integration scheme based onHilbert transformation in the frequency domain. 1-pile and 2-pile models of fourlarge scale foundations were used. The mechanical characteristics of the systemswere determined from static and forced vibration dynamic tests. An amplitudescaling technique was used for the three accelerograms obtained.

Journal

  • 京都大学防災研究所年報

    京都大学防災研究所年報 (32B-2), p11-22, 1989-04

    京都大学防災研究所

Codes

  • NII Article ID (NAID)
    120001178554
  • NII NACSIS-CAT ID (NCID)
    AN00027809
  • Text Lang
    JPN
  • Article Type
    departmental bulletin paper
  • Journal Type
    大学紀要
  • ISSN
    0386412X
  • NDL Article ID
    3650369
  • NDL Source Classification
    NA34(構造設計--耐震・耐風構造)
  • NDL Source Classification
    ZM2(科学技術--科学技術一般--大学・研究所・学会紀要)
  • NDL Call No.
    Z14-312
  • Data Source
    NDL  IR 
Page Top