INFLUENCE OF PHASE CHARACTERISTICS OF INPUT GROUND MOTION ON SEISMIC RESPONSE OF LOW-MIDDLE-RISE OFFICE BUILDINGS

DOI
  • SAITO Keita
    株式会社アール・アイ・エー 豊橋技術科学大学大学院 工学研究科建築・都市システム学専攻
  • NAKAZAWA Shoji
    豊橋技術科学大学建築・都市システム学系

Bibliographic Information

Other Title
  • 入力地震動の位相特性が中低層事務所ビルの地震応答に与える影響
  • -A PROPOSAl FOR SEISMIC PERFORMANCE EVALUATION METHOD-
  • -耐震性能評価法の一提案-

Abstract

<p>The purpose of this paper is an analysis in assessing the damage of a building when the durability of the structure changes. The target structure is a steel-framed medium and low-rise office building. In this paper, Qu/Qun (the horizontal load bearing capacity Qu / the required held horizontal yield strength Qun) and phase characteristics of seismic motion σtgr are set as analysis parameters. In this study, the response values are evaluated by seismic response analysis, and the calculated maximum response values are analyzed. Building criteria were set for the interlaminar deformation angle, residual deformation angle, and member rupture of the building, and a seismic performance evaluation method was proposed.</p>

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 29 (115), 115_1-115_11, 2022-09-26

    Japanese Society of Steel Construction

Keywords

Details 詳細情報について

  • CRID
    1390293556142524416
  • DOI
    10.11273/jssc.29.115_1
  • ISSN
    18840329
    18809928
  • Text Lang
    ja
  • Data Source
    • JaLC
  • Abstract License Flag
    Disallowed

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