(41)水平、上下2方向地震動入力を受けるRC耐震壁骨組の弾塑性地震応答解析

概要

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The MS models for RC columns and shear walls have been developed by the authors. In order to investigate the effects of vertical earthquake ground motion on structural response and behavior of members, the 7-story and 15-story buildings were selected for detailed study in this paper. And inelastic earthquake response analyses by using the proposed models were conducted Based on the predicted response of the buildings and members, significant effect of vertical earthquake motion was observed in the axial force response of interior columns and shear walls. However, the maximum deformation of the structures and members were not affected. The variation of flexural yielding strength and stiffness of the members subjected to fluctuating axial load were evaluated successfully in the analyses.
一般社団法人日本建築学会の論文
1999-03-10