STUDY ON SEISMIC DIAGNOSIS FOR WOODEN STRUCTURES : Comparison between seismic diagnoses, and relationship between evaluation and damage level

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  • TABATA Chikako
    Graduate School of Science and Technology, Kumamoto University
  • OHASHI Yoshimitsu
    Dept. of Architecture, Faculty of Engineering, Musashi Institute of Technology

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  • 木造建築物の耐震診断法に関する研究 : 新旧耐震診断の比較および評点と被災度の関係
  • モクゾウ ケンチクブツ ノ タイシン シンダンホウ ニ カンスル ケンキュウ シンキュウ タイシン シンダン ノ ヒカク オヨビ ヒョウテン ト ヒサイド ノ カンケイ

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Abstract

The purpose of this paper is to compare the evaluations between seismic diagnoses, and to explain relationship between the evaluations and earthquake damage levels. First, 111 conventional wooden houses damaged by the Hyogoken-Nanbu Earthquake are diagnosed. Therefore, earthquake damage levels of these houses are judged. Major findings are as follows. Even with the same house, the evaluation may differ widely according to the seismic diagnosis. As the estimation of earthquake resisting elements become more delicate, the correlation of the evaluation with the earthquake damage level become higher, in other words, the reliability of the evaluation become higher. On the other hand, it is difficult to specify the damage level from the evaluation, because the standard deviation of the evaluation is not small.

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