A STUDY ON ANCHOR-BOLT-YIELD-TYPE EXPOSED COLUMN-BASE WITH MULTI-ROWS OF ANCHOR-BOLTS SUBJECTED TO VARIABLE AXIAL-FORCE AND BENDING
スポンサーリンク
概要
- 論文の詳細を見る
Anchor-bolt-yield-exposed-column-bases show various restoring force characteristics, that maximum bending moments fluctuate due to axial forces, especially variable axial forces including tension causing many resisting mechanisms. The column-bases with multi-rows of anchor-bolts generally used show multi-linear cyclic curves. The column-bases with anchor-bolts on the centroid axis show discontinuous slip-type cyclic-curves. In this paper, an experimental study on multi-rows of anchor-bolts column bases subjected to variable axial forces including tension and cyclic bending moment were carried out and the experimental results were examined to clarify the resisting behavior of the column bases.
- 日本建築学会の論文
日本建築学会 | 論文
- 都市空間創造への総合的実践 (昭和53年日本建築学会大賞・昭和52年度日本建築学会賞) -- (日本建築学会賞--第3部・業績部門受賞)
- 港北ニュータウンの環境計画 (環境問題-2-環境実験都市(主集)) -- (わが国の環境実験都市)
- 均一せん断棒による多層建築物の浮き上がりモード特性と自由振動
- 吹抜けを有する冬期実空間における足裏加熱が全身温冷感に及ぼす影響に関する実験的研究--実験室の温度設定にステップ変動を与えた場合について
- 建築の20世紀