梁断面寸法と接合詳細が変形能力に及ぼす影響 : 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力(その4)
Digital data available（Japan Link Center）
Begin reading now
CiNii Research
Holdings of Libraries in Japan
This page shows libraries in Japan other than the National Diet Library that hold the material.
Please contact your local library for information on how to use materials or whether it is possible to request materials from the holding libraries.
other
CiNii Research
Search ServiceDigitalYou can check the holdings of institutions and databases with which CiNii Research is linked at the site of CiNii Research.
Bibliographic Record
You can check the details of this material, its authority (keywords that refer to materials on the same subject, author's name, etc.), etc.
- Material Type
- 記事
- Author/Editor
- 高塚 康平吹田 啓一郎田中 剛 他
- Alternative Title
- EFFECT OF BEAM SECTION SIZE AND CONNECTION DETAIL ON DEFORMATION CAPACITY : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain(Part 4)
- Periodical title
- 日本建築学会構造系論文集 = Journal of structural and construction engineering : transactions of AIJ
- No. or year of volume/issue
- 79(696):2014.2
- Volume
- 79
- Issue
- 696
- Pages
- 315-321