水平・鉛直地震動を受けるRC骨組構造物において質量分布が非線型地震応答に及ぼす影響

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概要

• 論文の詳細を見る

• In conventional analysis, floor masses are assumed to lump at beam-column connections. Such a lumped mass model neglects the contribution of vertical vibration of floor slabs under the earthquake motion. A computer program was developed for the nonlinear earthquake response analysis of plane frames with distributed masses along girders. The nonlinear earthquake response of plane frames subjected to horizontal and vertical components of near field earthquakes was compared for a lumped-mass model and models incorporating distributed vertical masses along girders. Suitability of the lumped mass model is discussed in estimating frame earthquake responses.

• 一般社団法人日本建築学会の論文
• 2000-03-20

著者

• アラゲバンディアン レザ

  Dept. of Architecture, Graduate School of Eng., The University of Tokyo

• 小谷 俊介

  Dept. of Architecture, Graduate School of Eng., The University of Tokyo

• 塩原 等

  Dept. of Architecture, Graduate School of Eng., The University of Tokyo

関連論文

• 水平・鉛直地震動を受けるRC骨組構造物において質量分布が非線型地震応答に及ぼす影響

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