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Gangnian Xu, Youzhi Wang, Yefeng Du, Wenshuai Zhao and Laiyong Wang
The friction-type high-strength bolted (FHSB) T-stub connection has been widely used in steel structures, due to their good fatigue resistance and ease of installation. While the current studies on FHSB T-stub connections mainly focus on the structural b...
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Jinwon Shin, Jineung Lee, Yongjae Lee and Byungyun Kim
This paper presents an experimental and numerical study to investigate the structural performance of a steel deck-plate system bolted with truss girder. This system has been proposed herein to resolve the issues caused by welding. Structural tests for si...
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Ali Awaludin,Dani Nugroho Saputro
Pág. 1 - 6
This paper focuses on bolt connections on Laminated Veneer Lumber (LVL) Sengon. Series of connection tests were conducted to evaluate 3.5d, 5d, and 7d end distances and 3d, 4d, and 5d bolt spacings, where d is a 10 mm bolt diameter. All connections ...
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Kinoshita, K.
Pág. 81 - 88
Fatigue retrofit works have been conducted on severely fatigue damaged beam-to-column connections of existing steel frame bridge piers in Japan. It is clear that retrofit works provides additional stiffness but the significance on the seismic behavior of...
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TaeSoo KIM, Hitoshi KUWAMURA, Taejun CHO, SungWoo SHIN, SeungHun KIM and YongTaeg LEE
Pág. 851
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