層損傷集中制御制震構造の耐震性能評価

概要

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We proposed the Structural Seismic Damage Control System having the energy bypass mechanism, which is for relieving the damage concentration of specific stories. The Structural Seismic Damage Control System having the energy bypass mechanism is dominant the linear response deformation behavior on the seismic response of multi-mass shear system. By the reason of this, the Structural Seismic Damage Control System has the characteristic that is easy to substitute one-degree of freedom system for the multi-mass shear system. By using the multi-mass shear system and the substituted one-degree of freedom system, the seismic response analyses of multi-story reinforced concrete building have tried. The results gave us clear that the Structural Seismic Damage Control System has the effect on the simplification for the seismic response deformation behavior calculation, which is the estimated factor on the seismic performance.
一般社団法人日本建築学会の論文
2000-03-20