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Frontiers of Structural and Civil Engineering >> 2013, Volume 7, Issue 3 doi: 10.1007/s11709-013-0215-9
Modeling of semi-rigid beam-to-column steel joints under extreme loading
Department of Civil & Environmental Engineering, Imperial College London, London SW7 2AZ, United Kingdom
Abstract
Keywords
semi-rigid joint ; component method ; ductility ; elevated temperature
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