Stress history generation for truss bridges using multi-level models-Reference-Cited by-同舟云学术

Stress history generation for truss bridges using multi-level models

Published:2000-11 Issue:1-3 Volume:78 Page:329-339
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Kiss K,Dunai L

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference7 articles.

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

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