The behavior of branch-rotated and chord web-stiffened T-joints in Cold-formed Square Hollow Sections |
Park, Keum Sung
(한국건설기술연구원)
Bae, Kyu Woong (한국건설기술연구원) Jeong, Sang Min (한진중공업) Kang, SeokGyu ((주)상원구조) Moon, Tae Sup (한양대학교 건축공학과) |
1 |
Design guide for rectangular hollow section (RHS) joints under predominantly static loading
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2 |
Theory of Elastic Stability
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3 |
Design recommendation for hollow section joints-predominantly statically loaded, IIW Doc. V-701-89
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4 |
Deformation limit for the ultimate stength of hollow section joints, Tubular Structute VI
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5 |
지관이 회전된 냉각성형 각형강관 T형 접합부의 최대내력(II)-주관 웨브 파괴모드
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6 |
The influence of member orientation of the resistance of cross joints in square RHS construction
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ScienceOn |
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지관이 회전된 냉간성형 각형강관 T형 접합부의 최대내력(I)-주관 플랜지 파괴모드
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8 |
The strength and behavior of statically loaded welded connections in structural hollow sections, CIDECT Monograph No. 6
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