12層T型並列壁のエネルギー消費機構に関する研究 : ハイブリッド構造に関する日米共同構造実験研究 (HWS)

概要

論文の詳細を見る
Seismic test on 12-story T-shaped coupled shear walls have been conducted under the U.S.-Japan cooperative structural research project on composite and hybrid structures. This paper discusses the mechanisms of the energy dissipation focusing on strength ratio of coupling beams to walls for coupled shear walls system (HWS). The factors affecting on the mechanisms of the energy dissipation are appointed as the ratio of the rotational angle and the yielding rotational angle of the coupling beams and the shear walls, and the ductility factor of the coupling beams. And the rationality strength ratio of coupling beams to walls on the energy dissipation is guessed by the expectant total energy dissipation and the ductility energy dissipation ratio of the coupling beams to walls.
社団法人日本建築学会の論文
1999-07-30