2ENV 1994-1-1 Eurocede 4: Part 1.1, Design of composite steel and concrete structures: general rules and rules for buildings[S].
3Johnson R P. Composite Structures of Steel and Concrete(volume 1) [M]. London:Blackwell Scientific Publications,1994.
4Xiao Y, Choo B S, Nethercot D A. Composite Connections in Steel and Concrete. Part 2 - Moment Capacity of End Plate Beam to Column Connections[J]. J. Construct. Steel Res. 1996,37(1):63-91.
5David Nethercot. Behaviour and Design of Composite Connections[C]. International Conference on Composite Construction,1997:421-426.
6Nethercot D A. Semirigid Joint Action and the Design of Nonsway Composite Frames[J]. Engineering Structures,1995,17(8):554-567.
7Christoph Odenbreit. Zur Ermittlung der Tragf a¨ higkeiten, der Steifigkeiten und der Schnittgroeβen von Verbundtr a¨ gern mit halbsteifen teiltragf a¨ higkeien Verbundanschlüβen[ D], Kaiserslautern:Universit a¨ t Kaiserslautern 1999.
8Xiao Y, Choo B S, Nethercot D A. Composite connections in steel and concrete. I. Experimental behaviour of composite beam-column connections[J]. J. Construct. Steel Res. 1994,(31):3-30.
9Publication 1999-109 of ECCS(European Convention for Constructional Steelwork), Design of composite joints for building[S].
10HU Xiamin, Helmut Bode. A study on shear resistance of stud connectors used with profiled steel sheeting[J]. Proceedings of IABSE Colloquium, March.1999,80:185-199.
