水平2方向同時加力を受けるRC造立体耐震壁のせん断耐力・変形性能に関する実験的研究

概要

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The objective of this study is to investigate the elasto-plastic behavior of RC seismic shear wall subjected to horizontal two-directional loading. Static loading tests of box type and cylindrical shear wall were performed adopting various loading patterns on X-Y plane. According to the test results, the maximum shear force and skeleton curve of shear force - deformation angle relation are not so much affected by orthogonal damage and loading path. The concept of resultant shear force - total deformation angle was presented as one of the options to look into the property under horizontal two-directional loading.
社団法人日本建築学会の論文
2004-08-30