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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 bending moment of the beam by proposed construction method is verified by the experiment. As a result, it is found that not only for in-plane bending, but for out-of-plane bending, the bending moment when the plastic deformation is occurred in the beam is larger than the bending moment MAS on the limit state where damage does not remain. And it is found that the initial flexural rigidity analyzed is close to an experiment value not only when bending in plane, but when bending out of plane.show more
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