INFLUENCE OF THE COLUMN WEB PANEL BEHAVIOUR ON THE CHARACTERISTICS OF A BEAM-TO-COLUMN JOINT

References

• Bahaari , M. R. ; Sherbourne , A. N. 2000 . Behavior of eight-bolt capacity endplate connections , Computers & Structures 77 ( 3 ): 315 – 325 . http://dx.doi.org/10.1016/S0045-7949(99)00218-7
   Google Scholar
• Brandonisio , G. ; De Luca , A. ; Mele , E. 2011 . Shear instability of panel zone in beam-to-column connections , Journal of Constructional Steel Research 67 ( 5 ): 891 – 903 . http://dx.doi.org/10.1016/j.jcsr.2010.11.019
   Google Scholar
• Chen , W. F. ; Goto , Y. ; Liew , J. Y. R. 1996 . Stability design of semi-rigid frames . USA . John Wiley & Sons . 488 p.
   Google Scholar
• Daniūnas , A. ; Urbonas , K. 2008 . Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces , Engineering Structures 30 ( 11 ): 3114 – 3118 . http://dx.doi.org/10.1016/j.engstruct.2008.04.027
   Web of Science ®Google Scholar
• Daniūnas , A. ; Urbonas , K. 2010 . Influence of the semi-rigid bolted steel joints on the frame behaviour , Journal of Civil Engineering and Management 16 ( 2 ): 237 – 241 . http://dx.doi.org/10.3846/jcem.2010.27
   Web of Science ®Google Scholar
• da Silva , L. S. ; Jordão , S. ; Simões , R. 2012 . A component model for welded beam-to-column joints with beams of unequal depth , Stahlbau 81 ( 4 ): 290 – 303 . http://dx.doi.org/10.1002/stab.201201544
   Google Scholar
• Díaz , C. ; Marti , P. ; Victoria , M. ; Querin , O. M. 2011a . Review on the modelling of joint behaviour in steel frames , Journal of Constructional Steel Research 67 ( 5 ): 741 – 758 . http://dx.doi.org/10.1016/j.jcsr.2010.12.014
   Web of Science ®Google Scholar
• Díaz , C. ; Victoria , M. ; Martí , P. ; Querin , O. M. 2011b . FE model of beam-to-column extended end-plate joints , Journal of Constructional Steel Research 67 ( 10 ): 1578 – 1590 . http://dx.doi.org/10.1016/j.jcsr.2011.04.002
   Google Scholar
• Díaz , C. ; Victoria , M. ; Querin , O. M. ; Martí , P. 2012 . Optimum design of semi-rigid connections using metamodels , Journal of Constructional Steel Research 78 : 97 – 106 . http://dx.doi.org/10.1016/j.jcsr.2012.06.013
   Google Scholar
• Eurocode 3 Design of Steel Structures. Part 1–8: Design of Joints . CEN, European Committee for Standardization , Brussels , 2005 . 133 p.
   Google Scholar
• Faella , C. , Piluso , V. and Rizzano , G. 2000 . Structural steel semirigid connections: theory, design and software , Boca Raton : CRC Press LLC. 536 p .
   Google Scholar
• Goto , Y. ; Miyashita , S. 1998 . Classification system for rigid and semirigid connections , Journal of Structural Engineering ASCE 124 ( 7 ): 750 – 757 . http://dx.doi.org/10.1061/(ASCE)0733-9445(1998)124:7(750)
   Google Scholar
• Hasan , R. ; Kishi , N. ; Chen , W.-F. 1998 . A new nonlinear connections classification system , Journal of Constructional Steel Research 47 ( 1–2 ): 119 – 140 . http://dx.doi.org/10.1016/S0143-974X(98)80105-3
   Google Scholar
• Hendrick , A. ; Murray , T. M. 1983 . Column web and flange strength at end-plate connections . Report No. FSEL/AISC 83-01 , Fears Structural Engineering Laboratory, University of Oklahoma , Norman , , Okla .
   Google Scholar
• Jaspart , J.-P. 2002 . Design of structural joints in building frames , Progress in Structural Engineering and Materials 4 ( 1 ): 18 – 34 . http://dx.doi.org/10.1002/pse.105
   Google Scholar
• Jordão , S. ; da Silva , L. S. ; Simões , R. 2004 . Numerical evaluation of the response of the column web panel under asymmetrical patch loading , in Proc. of the Seventh International Conference on Computational Structures Technology , Civil-Comp Press , Stirlingshire , , UK , Paper 154, 2004 . http://dx.doi.org/10.4203/ccp.79.154
   Google Scholar
• Kala , Z. 2012 . Geometrically non-linear finite element reliability analysis of steel plane frames with initial imperfections , Journal of Civil Engineering and Management 18 ( 1 ): 81 – 90 . http://dx.doi.org/10.3846/13923730.2012.655306
   Web of Science ®Google Scholar
• Karkauskas , R. ; Popov , M. 2011 . The analysis of geometrically nonlinear elastic-plastic space frames , Journal of Civil Engineering and Management 17 ( 4 ): 558 – 568 . http://dx.doi.org/10.3846/13923730.2011.602983
   Web of Science ®Google Scholar
• Kuhlmann , U. ; Kühnemund , F. 2001 . Proposal of a new design resistance of the joint component column web in compression . Report 2001-7x . Institut für Konstruktion und Entwurf Universität Stuttgart , Germany .
   Google Scholar
• Lukoševičienė , O. and Daniūnas , A. 2012 . Safety design of steel beams with time-dependent stability . Archives of Civil and Mechanical Engineering , 13 : 112 – 118 .
   Google Scholar
• Misiūnaitė , I. ; Daniūnas , A. ; Juozapaitis , A. 2012 . Unconventional double-level structural system for under-deck cable-stayed bridges , Journal of Civil Engineering and Management 18 ( 3 ): 436 – 443 . http://dx.doi.org/10.3846/13923730.2012.700106
   Web of Science ®Google Scholar
• Sokol , Z. , Wald , F. , Delabre , V. , Muzeau , J. P. and Švarc , M. 2002 . Design of end plate joints subject to moment and normal force . Eurosteel Coimbra , 2002 : 1219 – 1228 .
   Google Scholar
• Turkalj , G. , Brnic , J. , Lanc , D. and Kravanja , S. 2012 . Updated lagrangian formulation for nonlinear stability analysis of thin-walled frames with semi-rigid connections . International Journal of Structural Stability and Dynamics , 12 ( 3 ) : 1250013-1 – 1250013-23 . doi: 10.1142/S0219455412500137
   Google Scholar
• van Keulen , D. C. ; Nethercot , D. A. ; Snijder , H. H. ; Bakker , M. C. M. 2003 . Frame analysis incorporating semi-rigid joint action: applicability of the half initial Secant stiffness approach , Journal of Constructional Steel Research 59 ( 9 ): 1083 – 1100 . http://dx.doi.org/10.1016/S0143-974X(03)00031-2
   Google Scholar
• Weynand , K. ; Jaspart , J. P. ; Steenhuis , M. 1995 . The stiffness model of revised Annex J of Eurocode 3 , in Proc. of the Third International Workshop on Connections in Steel Structures , 29–31 May, 1995 , Trento , Italy , 441 – 452 .
   Google Scholar
• Wilkinson , T. ; Hancock , G. J. 2000 . Tests to examine plastic behaviour of knee joints in cold-formed RHS , Journal of Structural Engineering ASCE 126 ( 3 ): 297 – 305 . http://dx.doi.org/10.1061/(ASCE)0733-9445(2000)126:3(297)
   Web of Science ®Google Scholar