Limit Analysis of a historical iron arch bridge. Formulation and computational implementation-Reference-Cited by-同舟云学术

Limit Analysis of a historical iron arch bridge. Formulation and computational implementation

Published:2016-10 Issue: Volume:175 Page:184-196
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Ferrari Rosalba,Cocchetti Giuseppe,Rizzi Egidio

Funder

University of Bergamo

Publisher

Elsevier BV

Subject

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

Reference50 articles.

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3. Restoration of a 100 year old iron bridge, Paderno;Nascè;Struct Eng Int IABSE,1993

4. Ferrari R. An elastoplastic finite element formulation for the structural analysis of truss frames with application to a historical iron arch bridge. Doctoral thesis, XXV Cycle, University of Bergamo, Advisor Rizzi, E., Co-advisor Cocchetti, G.; 2013. p. 135.

5. Structural analysis of the Paderno d’Adda Bridge (Italy, 1889);Ferrari,2010

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