The behaviour of composite steel beams with precast hollowcore slabs in hogging moment regions
DOI: 10.1016/B978-008044637-0/50089-5
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摘要: Publisher Summary The chapter discusses the behavior of composite steel beams with precast hollow core slabs in hogging moment regions. Full-scale to column semi-rigid connections are tested chapter. presents a steelwork connection consists flush end plate bolted flanges. main variables studied shear stud's spacing and degree connection. Comprehensive instrumentations used for all tests, based on experimental data, equations predict rotation capacity this type proposed A floor is newly developed system building that use as structural flooring. However, research construction incorporating still relatively new comparison more traditional metal deck
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sci-hub.st 参考文章(5)
T.Q. Li, D.B. Moore, D.A. Nethercot, B.S. Choo, The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Overall considerations Journal of Constructional Steel Research. ,vol. 39, pp. 167- 191 ,(1996) , 10.1016/S0143-974X(96)00040-5
Alan R Kemp, David A Nethercot, Required and available rotations in continuous composite beams with semi-rigid connections Journal of Constructional Steel Research. ,vol. 57, pp. 375- 400 ,(2001) , 10.1016/S0143-974X(00)00025-0
D. Lam, K. S. Elliott, D. A. Nethercot, Experiments on composite steel beams with precast concrete hollow core floor slabs Proceedings of the Institution of Civil Engineers - Structures and Buildings. ,vol. 140, pp. 127- 138 ,(2000) , 10.1680/STBU.2000.140.2.127
Y. Xiao, B.S. Choo, D.A. Nethercot, Composite connections in steel and concrete. Part 2 — Moment capacity of end plate beam to column connections Journal of Constructional Steel Research. ,vol. 37, pp. 63- 90 ,(1996) , 10.1016/0143-974X(95)00015-N
D. Lam, F. Fu, Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs Fifth International Conference on Composite Construction in Steel and Concrete. pp. 443- 454 ,(2006) , 10.1061/40826(186)42