座屈拘束ブレースを有する損傷制御構造部分骨組の実大振動台実験

概要

論文の詳細を見る
In this paper, a test procedure and test results of shaking table tests that specimens are partial frame model of damage tolerant structure with buckling resistant brace are shown. Four kinds of buckling resistant braces, which performs different characteristic, are set in the steel frame. Two different type waves (Kobe and Hachinohe) are inputted in the shaking table with four input levels (level1,2,3,4). In this study, Level 3 and 4 are configured as very severe earthquake. As a result, it was confirmed that buckling resistant brace can behave effectively in each input levels under the condition sat within the frame. The damper can reduce total damages at beam-to-column connection of the frame, unless the damper reaches a fracture.
社団法人日本建築学会の論文
2002-08-30