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In this study, the SRB-DUP(Steel Reinforced Brick based on Distributed Unbond Prestress theory) structure where each element is unbonded realizing Reuse highly esteemed about Sustainability is propose...d. And the structural design formula for shear force of the wall by proposed construction method is verified by the experiment. As a result, it is found that the shear force when the plastic deformation is occurred in the wall is larger than the shear strength QAS on the limit state where damage does not remain. And it is found that the hysteresis loop of the SRB-DUP wall approaches the steady loop of a spindle shape like the steel frame structure, and that the energy absorbing capacity of the SRB-DUP wall is high.続きを見る
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Mendeley出力
jaud006_p195