震動台実験の概要と弾性応答特性 : 実大4層鉄骨造建物の完全崩壊実験その1

概要

論文の詳細を見る
A shaking table test on a full-scale steel building was conducted at the E-Defense to evaluate structural and functional performance of the building under design-level ground motions and the safety margin against collapse under exceedingly large ground motions. The specimen is a 4-story moment resisting frame designed and constructed according to the current Japanese code. This paper presents the outline of the experimental plan including the design of a specimen and shaking table test results under elastic range. The elastic response characteristics regarding stiffness, restoring force and damping of the specimen are examined comparing with structural design properties.
社団法人日本建築学会の論文
2009-01-30