Ultimate Strength of branch-rotated T-joints in Cold-formed Square Hollow Sections - Chord flange failure mode - |
Bae, Kyu Woong
(한국건설기술연구원)
Park, Keum Sung (한국건설기술연구원) Kang, Chang Hoon (한양대학교 STRESS) Moon, Tae Sup (한양대학교 건축공학부) |
1 |
Deformation limit for the ultimate strength of hollow section joints;Tubular Structure VI
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2 |
무보강 모살용접 각형강관 T형 접합부의 거동에 관한 실험적 연구(I)
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3 |
냉간성형 각형강관 모살용접 T형 접합부의 최대내력(I)-주관 플랜지 파고모드
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4 |
T-joints made of rectangular tubes
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5 |
무보강 모살용접 각형강관 T형 접합부의 거동에 관한 실험적 연구(II)
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6 |
Design guide for rectangular hollow section (RHS) joints under predominantly static loading
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7 |
The strength and behavior of statically loaded welded connections in hollow sections;Monograph No.6
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8 |
Predicting the strength of branch plate-RHS connections for punching shear
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ScienceOn |
9 |
An experimental study on joints of a new truss system using rectangular hollow sections
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10 |
The influence of member orientation of the resistance of cross joints in square RHS construction
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ScienceOn |
11 |
T-joints in rectangular hollow sections subject to combined actions
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12 |
Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections
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ScienceOn |