Finite Element Modelling
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Luís Simões da Silva | Marley M. B. R. Vellasco | Pedro Colmar Gonçalves da Silva Vellasco | Sebastião Arthur Lopes de Andrade | Luciano Rodrigues Ornelas de Lima
[1] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[2] P.C.G. da S. Vellasco,et al. A parametric analysis of steel and composite portal frames with semi-rigid connections , 2006 .
[3] Kwok-Fai Chung,et al. Simplified design of composite beams with large web openings to Eurocode 4 , 2001 .
[4] N. Gattesco,et al. Analytical modeling of nonlinear behavior of composite beams with deformable connection , 1999 .
[5] L. F. Costa-Neves,et al. Experimental assessment of Perfobond and T-Perfobond shear connectors’ structural response , 2009 .
[6] I. V. Savin,et al. Prestressed load-bearing metal structures , 1977 .
[7] Siu Lai Chan. Vibration and modal analysis of steel frames with semi-rigid connections , 1994 .
[8] Annabeth L. Propst,et al. Designing for Quality: An introduction to the best of Taguchi and Western methods of statistical experimental design , 1990 .
[9] David A. Nethercot,et al. Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach , 2003 .
[10] P.C.G. da S. Vellasco,et al. A Design Model for Local Web Buckling in Tapered Composite Beams , 2001 .
[11] Chi King Lee,et al. Static Strength of Cracked Square Hollow Section T Joints under Axial Loads. I: Experimental , 2006 .
[13] Luciano R. O. de Lima,et al. Behaviour of flush end-plate beam-to-column joints under bending and axial force , 2004 .
[14] P.C.G. da S. Vellasco,et al. Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force , 2004 .
[15] Pedro Colmar Gonçalves da Silva Vellasco,et al. NUMERICAL ANALYSIS OF ENDPLATE BEAM-TO-COLUMN JOINTS UNDER BENDING AND AXIAL FORCE , 2010 .
[16] Kwok-Fai Chung,et al. Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalised moment-shear interaction curve , 2003 .
[17] K. Bathe,et al. ON THE AUTOMATIC SOLUTION OF NONLINEAR FINITE ELEMENT EQUATIONS , 1983 .
[18] Jaap Wardenier,et al. Static strength of thick-walled CHS X-joints—Part I. New approach in strength definition , 2003 .
[19] Steen Krenk,et al. An orthogonal residual procedure for non‐linear finite element equations , 1995 .
[20] Luciano R. O. de Lima,et al. Finite Element Modelling of Steel Beams with Web Openings , 2014 .
[21] Yeong-Bin Yang,et al. Linear and Nonlinear Analysis of Space Frames with Nonuniform Torsion Using Interactive Computer Graphics , 1984 .
[22] Luiz Fernando Martha,et al. Generalised component-based model for beam-to-column connections including axial versus moment interaction , 2009 .
[23] D. Lam,et al. Behavior of Headed Stud Shear Connectors in Composite Beam , 2005 .
[24] Kwok-Fai Chung,et al. INVESTIGATION ON VIERENDEEL MECHANISM IN STEEL BEAMS WITH CIRCULAR WEB OPENINGS , 2001 .
[25] TaeSoo Kim,et al. Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear , 2007 .
[26] Luciano R. O. de Lima,et al. Structural assessment of minor axis steel joints using photoelasticity and finite elements , 2009 .