(5)層損傷集中制御制震構造 : 既存鉄筋コンクリート構造建物の耐震改修への適用

概要

論文の詳細を見る
The existing reinforced concrete buildings were damaged as the story collapse on the Hyogoken-Nanbu Earthquake. We investigated the structural system for relieving the such damage concentration by referring to the seismic response control mechanism of the wooden five-storied pagoda structures, and the Structural Seismic Damage Control System having the energy bypass mechanism, which is for relieving the damage concentration of specific stories, is being proposed. By using the above Structural Seismic Damage Control System, the seismic response analysis for existing reinforced concrete buildings have tried. The results gave us clear that the energy bypass mechanism of the Structural Seismic Damage Control System has the effect on seismic retrofit schemes for relieving the damage concentration of specific stories on existing reinforced concrete buildings.
一般社団法人日本建築学会の論文
1999-03-10