Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach

Journal of Constructional Steel Research

Volumn 59, Issue 9, 2003, Pages 1083-1100

  van Keulen, D C ^a,b   Nethercot, D A ^a   Snijder, H H ^b   Bakker, M C M ^b  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

^b EINDHOVEN UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Buckling; Connections; Eurocode; Frames; Joints; Structural design

Indexed keywords

JOINTS (STRUCTURAL COMPONENTS); STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

FRAME ANALYSIS;

STEEL;

STRUCTURAL ANALYSIS;

EID: 0037671500     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(03)00031-2     Document Type: Article

References (5)

1. Eurocode 3. Design of steel structures Part 1.1: Generals rules and rules for buildings, European Prestandard, ENV 1993-1-1:1992, CEN Brussels, Belgium.
2. Eurocode 3 Annex J (revised). Joints in building frames, European Prestandard, ENV 1993-1-1:1992/A2:1998, CEN Brussels, Belgium
3. van Keulen DC, Nethercot DA, Snijder HH, Steenhuis CM, Bakker MCM. The influence of semi-rigid joint representation on the force distribution and stability of steel frames. Graduation Thesis CO/01.11, Department Structural Design, Eindhoven University of Technology, The Netherlands, 2001.
4. Snijder H.H. Steenhuis C.M. Influence of semi-rigid joints on the stability of sway-frames Proceedings of the 6th international colloquium of Stability and Ductility of Steel Structures, Timisoara, Romania 1999 349-356
5. Wald F. Bauduffe N. Muzeau J.P. Preliminary prediction of the column-base stiffness Greiner R. Ofner H.R. Unterweger H. Festschrift, TU Graz papers, Graz 2001 47-52