DAMAGE REDUCTION OF LIGHT-GAUGE STEEL STUD PARTITION WALL (PART 1): OUT-OF-PLANE STRENGTH OF STUD-TO-TRACK CONNECTIONS / 軽量鉄骨下地間仕切壁の損傷抑制(その1):壁の面外方向力に対するランナーの最大耐力
- Resource Type
- Journal Article
- Authors
- Nobuhiko TATSUMI; Shoichi KISHIKI; Shojiro MOTOYUI; Syougo SAKURADA; Tadashi ISHIHARA; 元結 正次郎; 吉敷 祥一; 巽 信彦; 櫻田 頌吾; 石原 直
- Source
- 日本建築学会構造系論文集 / Journal of Structural and Construction Engineering (Transactions of AIJ). 2020, 85(773):969
- Subject
- Experimental evaluation
Nonstructural components
Partition wall
Structural behavior
力学挙動
構造実験
間仕切壁
非構造部材
- Language
- Japanese
- ISSN
- 1340-4202
1881-8153
The test results can be summarized as follows:(1) the structural behavior of stud-to-track connection is dominated by the out-of-plane bending of one-side flange plate of track. Therefore, effects of cyclic loadings on ultimate strength are few; (2) the strength is affected by the length of track and inversely proportional to the clearance between track and stud: (3) the total strength of multiple studs is not in proportional to the number of studs because the multiple studs share the effective width for strength evaluation; (4) a strength evaluation model has been established from the test results.