Browse > Article

Structural Behavior of Newly Developed Cold-Formed Steel Sections(II) - Flexural Behavior  

Song, In Seop (지구엔지니어링)
Kim, Gap Deuk (포항산업과학연구원 강구조연구소)
Kwon, Young Bong (영남대학교 토목공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.14, no.2, 2002 , pp. 357-364 More about this Journal
Abstract
The study performed a series of flexural tests on Closed Cold-Formed Steel Sections for stud, joist, and roof truss. Results were compared with analytical values. Each 2.4-m long and 0.9-m wide specimen consisted of two steel beams set at 0.46 m interval. The steel beams were attached to the specimens using either plaster board or ply wood. Another specimens did not use any attachment material. Positive and negative bending tests were conducted to investigate the composite behavior, including the effects of plaster board or ply wood on the buckling behavior of steel beam. Full-scale roof truss tests were also performed to study the buckling behavior and failure mode of the truss members.
Keywords
Stud; Joist; Flexural Test; Positive Bending Test; Negative Bending Test; Composite Behavior;
Citations & Related Records
연도 인용수 순위
  • Reference
1 /
[ American Iron and Steel Institute ] / Specification for the Design of Cold-Formed Steel Structural members
2 /
[] / PRY TRUSS 신형상 단면의 구조해석 및 실험
3 Strength of Structural Elements for Steel Framed Houses /
[ Koji, H.;Ryoichi, K. ] / Nippon Steel Tech. Rep.
4 /
[] / SAP2000 User's Manual (version 7.4)
5 신형상 냉각선형 단면의 구조적 거동 (I)-압축거동 : 강구조학회 논문집 /
[] / 강구조학회 논문집
6 /
[] / 건축물하중기준 및 해설
7 /
[] / BFINST User's Manual
8 /
[ 명화금속(주) ] / 스크류파스너 제원표