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Analysis up to collapse of elasto-plastic arches

  • Published:1976-12 Issue:6 Volume:6 Page:511-517
  • ISSN:0045-7949
  • Container-title:Computers & Structures
  • language:en
  • Short-container-title:Computers & Structures

Author:

Cohn M.Z.,Abdel-Rohman M.

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. The plastic design of two-pinned mild steel arch ribs;Hendry;Civ. Eng. P. W. Rev.,1952

2. Limit analysis of arches;Onat;J. Mech. Phys. Solids,1953

3. The amplification of stresses in flexible arches;Rowe;J. Struct. Div. ASCE,1953

4. Analysis of arches by finite differences;Hirsch;J. Struct. Div. ASCE,1955

5. The collapse safety of arch bridges;Franciosi;L'Ingegnere (A.N.I.A.I.),1956

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1. Unified Approach for Structural Analysis of Curved Elements under Vertical Loads and Various Settlements;International Journal of Architectural Heritage;2020-06-30

2. A theoretical method for calculating the collapse load of steel circular arches;Engineering Structures;2012-05

3. An MPEC approach for the critical post-collapse behavior of rigid-plastic structures;International Journal of Solids and Structures;2011-09

4. Non-linear static analysis allowing for plastic hinges and semi-rigid joints;Non-Linear Static and Cyclic Analysis of Steel Frames with Semi-Rigid Connections;1999

5. Plastic Design of Steel Arches;Advances in Structural Engineering;1997-01
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