書誌事項
- タイトル別名
-
- 4) EXPERIMENTAL RESEARCH ON BEHAVIORS OF STEEL CONNECTIONS UNDER CYCLIC LOADING
- コウ コウゾウ セッテン ノ リレキ トクセイ ナラビニ コウゾウ ゲンスイセイ ニ カンスル ジッケンテキ ケンキュウ
この論文をさがす
抄録
Tests were performed under cyclic loading conditions to research the histeretic characters and damping properties of welded beam to column connections in elastic and plastic regions. Typical load-deformation diagrams of connections are presented and their behaviors are discussed. Test results on twelve connections are summarized as follows. 1) Load-deformation curves converge in a steady state in the first few cycles of repeated loading when load amplitudes are maintained constant, and do not change appreciably with number of cycles after the first few cycles. 2) Baushinger effect is observed in the deformation curves but weakened by repitition of cyclic loads. 3) Increasing the load amplitudes, deformation slopes under loading and unloading decrease gradually in coparison with the initial slope. 4) Energy dissipation in a cycle increases approximately in proportion to X^2 or X^3. (X: deformation amplitude) 5) Equivalent viscous damping coefficient in the low damping regions is represented as a function of X^<1/2>. 6) Specific damping capacity ds values are ranged between 0.75 and 1.30.
収録刊行物
-
- 日本建築学会論文報告集
-
日本建築学会論文報告集 75 (0), 19-24, 1962
一般社団法人 日本建築学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390001205570003328
-
- NII論文ID
- 110005231081
-
- NII書誌ID
- AN0018882X
-
- ISSN
- 24330027
- 03871185
-
- NDL書誌ID
- 9157032
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可