兵庫県南部地震における建築物の被害研究 : 建物被害に基づく新耐震設計法・耐震診断法の評価

概要

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The Hyogoken-Nanbu Earthquake damaged a great amount of buildings in a various extent, seriously to slightly. We investigated 22 such buildings mainly located in or in the vicinity of the Sannomiya, Central district of Kobe city, where the seismic intensity (JMA) was estimated as VII. The New Seismic Design Method as well as the Seismic Assessments Method for existing reinforced concrete buildings and steel reinforced concrete buildings are applied to such buildings. Using these methods, their Structural Coefficient D_s and the Structural Aseismitic Index I_s are obtained. In general, the structural aseismitic performance is evaluated through the comparisons between the D_s and I_s value with the certain standard value for each of them. In this paper, we have tried to examine these standards by referring them to the corresponding extent of the earthquake damages.
社団法人日本建築学会の論文
1998-02-28