A non-linear tubular joint response model for pushover analysis

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 3, Issue , 2002, Pages 627-634

  Dier, Adrian F ^a   Hellan, Oyvind ^b  

^a Platinum Blue House   (United Kingdom)

^b SINTEF   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

NON-LINEAR TUBULAR JOINTS;

ALGORITHMS; BUCKLING; DEFORMATION; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TUBULAR STEEL STRUCTURES;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0036439770     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2002-28634     Document Type: Conference Paper

References (6)

1. Dier, A.F. and Lalani, M. New Code Formulations for Tubular Joint Static Strength, Proceedings of the Eighth International Symposium on Tubular Structures, Edited by Y.S. Choo and G.J. van der Vegte, Published by Balkema, 1998.
2. SINTEF. USFOS: A Computer Program for Progressive Collapse Analysis of Steel Offshore Structures. User's Manual, SINTEF Report STF71 F88039, Trondheim, December 1988.
3. Boone, T.J. et al. Chord Stress Effects on the UTS of Tubular Joints, Texas University Report PMFSEL No. 82-1, December 1982.
4. MSL Engineering Ltd. JIP Phase II Final Report on Tubular Joint Non-Linear Modelling Algorithms for Frame Analysis, Document C20400R014 Rev. 1, November 2000.
5. nd International Conference on Offshore Structural Design against Extreme Loads, London, ERA Report 93-0843, November 1993.
6. Bolt, H.M. Results from Large Scale Ultimate Strength Tests of K-Braced Jacket Frame Structures, Paper OTC 7783, Offshore Technology Conference, Houston, May 1995.