APPLICABILITY OF A DYNAMIC ANALYSIS MODEL FOR NIKKO-ZAN RIN-NOJI TEMPLE HONDO BASED ON OBSERVED SEISMIC RECORDS DURING THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE

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  • 東北地方太平洋沖地震の観測記録に基づく日光山輪王寺本堂の振動解析モデルの適用性
  • 東北地方太平洋沖地震の観測記録に基づく日光山輪王寺本堂の賑動解析モデルの適用性
  • トウホク チホウ タイヘイヨウオキ ジシン ノ カンソク キロク ニ モトズク ニッコウサン リンオウジ ホンドウ ノ ニギワイドウ カイセキ モデル ノ テキヨウセイ

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Abstract

This paper describes applicability of a dynamic analysis model for Nikko-zan Rin-noji temple Hondo, the traditional wooden structure, based on observed records during the 2011 off the Pacific coast of Tohoku earthquake and its aftershocks. The 3-D frame model is configured on the basis of element experiments and empirical equations on earthquake resisting parts. The first natural frequency and the first damping factor of the model show relatively good agreement with those of the observed records, adding the hysteresis damping factor to the viscous damping factor even in small deformation.

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