Stress history generation for truss bridges using multi-level models

Computers and Structures

Volumn 78, Issue 1, 2000, Pages 329-339

  Kiss, K ^a   Dunai, L ^a  

^a BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS   (Hungary)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STRESS ANALYSIS; STRESS CONCENTRATION; TRUSSES;

TRUSS BRIDGES;

STEEL BRIDGES;

EID: 0034325785     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00079-1     Document Type: Article

References (7)

1. ALGOR Finite Element Analysis System Rel. 9.0 Processor Reference Manual, Algor Inc., Pittsburgh, PA, USA, 1989.
2. Ádány S, Polivka L, Varga G. Analysis of railway bridges with truss main girders, based on a three-dimensional model. Student Scientific Report, TU Budapest, 1992.
3. CE NT C250/SC1/PT7/Railway Loads, 1992.
4. EUROCODE 3: Design of Steel Structures, Part 2: Steel Bridges. European Prestandard ENV 1993-2 DRAFT, 1996.
5. Kálló M, Köröndi L, Kristóf L, Szittner A. Evaluation report on the load test of the railway bridge over the Sajó river on the Bánréve-Ózd line. Department of Steel Structures,TU Budapest, 202.020/1987.
6. Kiss K., Dunai L. An Automated procedure for the fatigue analysis of steel bridges. Közlekedés -és Mélyépítéstudományi Szemle. XLVII(4-5):1997;213-218.
7. Markó K. Stress analysis of truss railway bridges; theoretical and experimental study of the bridge over the Lajta river on the Hegyeshalom-Rajka line. Diploma work, Department of Steel Structures, TU Budapest, 1996.