Orthotropic bridge decks with closed stiffeners—Analysis and behaviour-Reference-Cited by-同舟云学术

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Orthotropic bridge decks with closed stiffeners—Analysis and behaviour

Published:1977-12 Issue:6 Volume:7 Page:683-699
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Tinawi René,Redwood Richard G.

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Behaviour of orthotropic bridge decks;Tinawi,1972

2. The finite element method for analysis of elastic isotropic and orthotropic slabs;Zienkiewicz,1964

3. Torsional behaviour of single cell box girder bridges;Fam,1969

4. Analysis of orthotropic steel plate bridge decks;Powell;J. Strut. Div. ASCE,1969

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study on Influences of Thickness of Flange of U Rib on Mechanical Behaviors of Orthotropic Monolithic Steel Bridge Deck System;Advanced Materials Research;2010-12

2. Geometric Nonlinear Static Analysis of Laminated Hat Stiffened Plates;Journal of Reinforced Plastics and Composites;1998-09

3. Microcomputer analysis of reinforced concrete slab systems;Canadian Journal of Civil Engineering;1993-08-01

4. Fatigue of welds in orthotropic bridge deck panels with trapezoidal stiffeners;Journal of Constructional Steel Research;1988-01

5. Local stresses in orthotropic steel bridge decks caused by wheel loads;Journal of Constructional Steel Research;1981-01

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