梁端下端フランジに高力ボルト摩擦すべりダンパーを設置したH形鋼梁の曲げせん断実験

DOI Web Site Web Site 被引用文献4件 参考文献8件

書誌事項

タイトル別名
  • BENDING-SHEAR TESTS OF WIDE FLANGE STEEL BEAM USING THE BOLTED FRICTIONAL-SLIPPAGE DAMPER ON THE BOTTOM FLANGE AT THE BEAM END
  • リョウタン カタン フランジ ニ コウリョク ボルト マサツスベリ ダンパー オ セッチ シタ Hガタコウリョウ ノ マゲ センダン ジッケン
  • M. Ohkubo:bending-shear tests of wide flange steel beam using the bolted frictional-slippage damper on the bottom flange at the beam end

この論文をさがす

抄録

In this paper, we proposed a new seismic hinge, which was applied to the beam end regions of steel moment resisting frame structures. The hinge consists of a narrow vertical slot which cuts the beam bottom flange, the bolted frictional slippage damper which connects the beam bottom flange cut, and the inclined stiffeners which transfer the beam shear force beyond the vertical slot. It is planned that the frame which has the hinge mechanism does not produce the large plastic deformation at the beam end region, but resists against seismic action with the frictional slipping behavior of the bolted dampers. This paper presents the result of the static and dynamic loading tests on the wide flange steel beams with the bolted frictional slippage damper. The beams with the proposed hinge mechanism behaved with the perfect elasto-plastic type of the load deformation response as planned during the loading.

収録刊行物

被引用文献 (4)*注記

もっと見る

参考文献 (8)*注記

もっと見る

キーワード

詳細情報 詳細情報について

問題の指摘

ページトップへ