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NTIS 바로가기Journal of the Korean Recycled Construction Resources Institute = 한국건설순환자원학회 논문집, v.11 no.4, 2023년, pp.517 - 526
To avoid arbitrary design and excessive braces of system supports with high reusability in the field, this study aimed to propose connection conditions for the vertical and horizontal joints of the system supports based on performance evaluation. Disk-type and pocket-type connection materials, widel...
Abdel-Jaber, M.S., Beale, R.G., Godley, M.H.R., Abdel-Jaber, M.?(2009). Rotational strength and stiffness of tubular scaffold?connectors, Proceedings of the Institution of Civil?Engineers-Structures and Buildings, 162(6), 391-403.
BS EN 74-1. (2022). Couplers, Spigot Pins and Baseplates for Use?in Falsework and Scaffolds Part 1: Couplers for Tubes,?Requirements and Test Procedures, British Standard, UK.
Chandrangsu, T., Rasmussen, K.J.R. (2011). Structural modelling of?support scaffold system, Journal of Constructional Steel?Research, 67(5), 866-875.
Kang, K.Y., Choi, K.G., Na, G.H., Kim, S.H. (2016). Buckling safety?analysis of system support, Proceedings of Korea Institute for?Structural Maintenance and Inspection, Korea Institute for?Structural Maintenance and Inspection, Daejeon, Korea, 20(2),?169-170 [in Korean].
Kim, G.Y., Won, J.H., Lee, H.D. (2016). Structural safety analysis?of system supports considering boundary condition of?connection parts between vertical and horizontal members,?Proceeding of Computational Structural Engineering Institute of?Korea, Computational Structural Engineering Institute of Korea,?Daejeon, Korea, 29(1), 1-2 [in Korean].
Lee, J.S. (2019). Structural Performance Evaluation of System?Support Regarding the Rotation Stiffness of the connections,?Ph.D Thesis, Incheon National University [in Korean].
Liu, H., Jia, L., Wen, S., Liu, Q., Wang, G., Chen, Z. (2016).?Experimental and theoretical studies on the stability of steel tube-?coupler scaffolds with different connection joints, Engineering?Structures, 106, 80-95.
Zhang, H., Chandrangsu, T., Rasmussen, K.J.R. (2010).?Probabilistic study of the strength of steel scaffold systems,?Structural Safety, 32(6), 393-401.
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