RC 連層耐震壁架構の弾塑性変形性状に関する解析的研究 : その 1 解析法

概要

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This paper aims to establish the analytical method by which the elasto-plastic behaivours of multistory rein forced concrete structures with cantilever shear walls are obtained clearly. For this purpose, these structures are idealized to the resultant model composed of cantilever shear walls, adjacent elements connected to the shear walls, and frame elements, as shown in Fig.1.1. And elasto-plastic deformation characteristics of each resisting elements in structures are provided, as previous studies are reflected adequately on such characteristics. The trinominal expressions (Eq. 16.1-16.4) are derived in consideration of such characteristics. Then, the elasto-plastic behaivours of multistory structures with cantilever shear walls are obtained analyticaly by these equations. This analytical method is an incremental elasto-plastic analytical method.
社団法人日本建築学会の論文
1984-05-30