建築構造物の制震効果に及ぼす層間ダンパー特性について

概要

論文の詳細を見る
Various types of dampers such as a friction damper, a viscous damper and a hysteretic damper are used for response control of building structures. Those dampers can be also applied to the joints which connect non-structural elements to main structural elements in order to make good use of non-structural elements. Each of them has its own dynamic characterisrics of non-linear behavior and different effects on structural response reduction. Differences among them are examined here by numerical simulations, varying intensity and variety of earthquake ground motion. Reduction factor of story deformation is defined to evaluate the effect of dampers. It is observed that reduction factor is variable depending on intensity and variety of earthquake, type of dampers, and the story of building structures.
一般社団法人日本建築学会の論文
1995-03-20