Parametric study of semi-rigid composite connections with 3-D finite element approach
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[1] Ashraf Ayoub,et al. MIXED FORMULATION OF NONLINEAR STEEL-CONCRETE COMPOSITE BEAM ELEMENT , 2000 .
[2] E. Gaylord,et al. Design of Steel Structures , 1972 .
[3] N. E. Shanmugam,et al. Finite-Element Analysis of Steel¿Concrete Composite Plate Girder , 2002 .
[4] R. E. McConnel,et al. Nonlinear FE Analysis of Steel-Concrete Composite Structures , 2000 .
[5] Ulf Wickström,et al. Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design , 2005 .
[6] K. F. Chung,et al. Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .
[7] Feng Fu,et al. Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs , 2006 .
[8] Feng Fu,et al. Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region , 2008 .