Failure-mode-hierarchy-based design for reinforced concrete structures

Neocleous, K., Pilakoutas, K. and Guadagnini, M. (2005) Failure-mode-hierarchy-based design for reinforced concrete structures. Structural Concrete, 6 (1). pp. 23-32. ISSN 1464-4177

Abstract

Metadata

Authors/Creators:
  • Neocleous, K. (k.neocleous@sheffield.ac.uk)
  • Pilakoutas, K. (k.pilakoutas@sheffield.ac.uk)
  • Guadagnini, M. (m.guadagnini@sheffield.ac.uk)
Copyright, Publisher and Additional Information: © 2005 Thomas Telford. This is an author produced version of a paper subsequently published in Structual Concrete.
Keywords: Accident prevention; Compressive strength; Failure analysis; Hierarchical systems; Parameter estimation; Probability; Reliability, Flexural behavior; Safety factors; Shear resistance; Target levels, Reinforced concrete
Institution: The University of Sheffield
Academic Units: The University of Sheffield > University of Sheffield Research Centres and Institutes > Centre for Cement and Concrete (Sheffield)
The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Prof Kypros Pilakoutas
Date Deposited: 14 Feb 2011 16:43
Last Modified: 08 Feb 2013 17:30
Published Version: http://dx.doi.org/10.1680/stco.6.1.23.62460
Status: Published
Publisher: Thomas Telford
Refereed: Yes

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Filename: WRRO_42810.pdf

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