Parametric study on effects of load position on the stress distribution in network arch timber bridges with light timber decks on transverse crossbeams-Reference-Cited by-同舟云学术

Parametric study on effects of load position on the stress distribution in network arch timber bridges with light timber decks on transverse crossbeams

Published:2018-05 Issue: Volume:163 Page:112-121
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ostrycharczyk Anna Weronika,Malo Kjell Arne

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference10 articles.

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2. Analysis of the structural performance of network arch bridges;Schanack;Ind Concr J,2009

3. De Zotti A, Pellegrino C, Modena C. A parametric study of the hanger arrangement in arch bridges. In: 5th international conference on arch bridges ARCH '07; 2007.

4. The effect of fatigue on the arrangement of hangers in tied arch bridges;Pellegrino;Eng Struct,2010

5. Development of general design principles for the hanger arrangements of network arch bridges;Teich;Stahlbau,2011

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