- 【Updated on May 12, 2025】 Integration of CiNii Dissertations and CiNii Books into CiNii Research
- Trial version of CiNii Research Knowledge Graph Search feature is available on CiNii Labs
- 【Updated on June 30, 2025】Suspension and deletion of data provided by Nikkei BP
- Regarding the recording of “Research Data” and “Evidence Data”
PLASTIC DEFORMATION CAPACITY AND FRACTURE PREVENT DESIGN OF MOMENT CONNECTION STRENGTHENED BY THICK FLANGE
-
- IKAWA Daiyu
- 京都大学大学院 工学研究科 建築学専攻
-
- SUITA Keiichiro
- 京都大学大学院 工学研究科 建築学専攻
-
- TAGA Kenzo
- 神戸大学大学院 工学研究科 建築学専攻
-
- TANABE Yoshikazu
- (株)トヨシマ
-
- TSUKAGOSHI Haruo
- (株)日建設計 構造設計部
-
- SAKAI Yusuke
- (株)日建設計 構造設計部
Bibliographic Information
- Other Title
-
- 変厚鋼板を梁フランジに用いた梁端溶接接合部の塑性変形能力と破断防止設計法
Search this article
Description
This paper presents the results of full-scale loading tests of beam-to-column subassmblages strengthened by TF (Thick-Flange) connection. TF connection is a moment frame connection with the thickness of the beam flange increased near the connection region to prevent fracture of the welded moment connection and effective to improve workability and quality of the welding. From test results, TF connection successfully avoid fracture initiated from welds and exhibited sufficient deformation capacity. The design method of the tapered thick flange is proposed to prevent a crack at the toe of the weld access hole and to keep the plastic region of the beam away form the welds.
Journal
-
- Kou kouzou rombunshuu
-
Kou kouzou rombunshuu 19 (75), 75_27-75_39, 2012-09-28
Japanese Society of Steel Construction
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680291244160
-
- NII Article ID
- 130004955777
-
- ISSN
- 18840329
- 18809928
-
- Text Lang
- ja
-
- Article Type
- journal article
-
- Data Source
-
- JaLC
- CiNii Articles
- KAKEN
-
- Abstract License Flag
- Disallowed