Effect of lateral restraints on lateral-torsional buckling resistance of castellated beams;Utjecaj vrste bočnih pridržanja na otpornost saćastih nosača na bočno-torzijskoizvijanje

Tehnicki Vjesnik

Volumn 16, Issue 3, 2009, Pages 9-17

  Radić, Ivan ^a   Markulak, Damir ^a   Varevac, Damir ^a  

^a JOSIP JURAJ STROSSMAYER UNIVERSITY OF OSIJEK   (Croatia)

Author keywords

Castellated beams; Lateral restraints; Lateral torsional buckling; Nonlinear analysis

Indexed keywords

BUCKLING ANALYSIS; BUCKLING RESISTANCE; CASTELLATED BEAM; COMPRESSION FLANGE; DESIGN METHOD; EIGEN-VALUE; EN 1993; LATERAL RESTRAINT; LATERAL-TORSIONAL BUCKLING; MATERIAL NON-LINEARITY; NON-LINEAR STATIC ANALYSIS; STEEL BEAMS;

EIGENVALUES AND EIGENFUNCTIONS; FLANGES; METAL ANALYSIS; NONLINEAR ANALYSIS; STEEL BEAMS AND GIRDERS;

BUCKLING;

EID: 70549102146     PISSN: 13303651     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. CEN - European Committee for Standardization (2005) : Eurocode3 - Design of steel structures - Part 1-1: General rules and rules for buildings, EN 1993-1 -1:2005
2. CEN - European Committee for Standardization (1992) : Eurocode3 - Design of steel structures - Part 1-1: General rules and rules for buildings, ENV: 1993-1-1:1992
3. CEN - European Committee for Standardization (1992) : Eurocode3 - Design of steel structures - Part 1-1: General rules and rules for buildings, ENV 1993-1-1:1992/A2:1998, Annex N
4. Robot Millenium v. 17.0, User's Manual, UPDATE November 2003.
5. Demirdjian, S. Stability of Castellated beam webs, Master Thesis, 1999., Department of Civil Engineering and Applied Mechanics, McGill University Montreal, Canada
6. Fuller, I. J. Development of an Object Oriented Handbook and a Numerical Methods Application for Steel Structures, Masther Thesis, Department of Civil and Environmental Engineering, Carleton University, Ottawa, Ontario, Canada, September 1999.
7. Radic, I.; Markulak, D. Lateral buckling of castellated beams.//Tehnički vjesnik/Tehnical Gazette. 14, 1, 2 (2007), str. 25-35.
8. Radić, I.; Markulak, D.; Varevac, D. Numerical simulation of lateral stability of castellated beams, 5th European Conference on Steel and Composite Structures - EUROSTEEL 2008, 3-5 September 2008, Graz, Austria, Proceedings, Vol. B, pp. l593-1598.
9. Radić, I.; Markulak, D.; Džeba, I. Non-linear modelling of castellated beams in bending, International Scientific Symposium Modeling of Structures, 2008, Mostar, Bosnia and Herzegovina, pp. 581 -594
10. Schmitke, C. D.; Kennedy, D. J. L. Effective lengths of laterally unsupported steel beams, Structural Engineering report No. 118, Department of Civil Engineering, University of Alberta, Edmonton, Canada, 1984.
11. NISA II, User's manual, Engineering mechanics research corporation, Version 9.0
12. CEN - European Committee for Standardization (2006) : Eurocode3 - Design of steel structures - Part 1-5: Plated structural elements, EN 1993-1-5:2006
13. Tkalčević, V; Džeba, I.; Androić, B. Proračun saćastihnosača prema Eurokodu 3.//Gradevinar 58, 9 (2006), str. 709-716.
14. Markulak, D. Proračun čeličnihkonstrukcijapremaEN 1993-1-1, Sveučilište J. J. Strossmayer u Osijeku, Gradevinski fakultet Osijek, Osijek, 2008.
15. Tkalčević, V. Reliability of castellated beams according to lateral-torsional buckling, Ph. D. Thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2007.