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
書誌事項
- タイトル別名
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- INFLUENCE OF PHASE CHARACTERISTICS OF INPUT GROUND MOTION ON SEISMIC RESPONSE OF LOW-MIDDLE-RISE OFFICE BUILDINGS
- -A PROPOSAl FOR SEISMIC PERFORMANCE EVALUATION METHOD-
- -耐震性能評価法の一提案-
抄録
<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>
収録刊行物
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- 鋼構造論文集
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鋼構造論文集 29 (115), 115_1-115_11, 2022-09-26
一般社団法人 日本鋼構造協会
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詳細情報 詳細情報について
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- CRID
- 1390293556142524416
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- ISSN
- 18840329
- 18809928
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
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- 抄録ライセンスフラグ
- 使用不可