Reliability-based design of prestressed concrete beams

Ali S. Al-Harthy, Dan M. Frangopol

Research output: Contribution to journalArticle

17 Citations (Scopus)

Abstract

A reliability-based procedure for the design of prestressed concrete (PC) beams is presented. Loading, material properties, prrestressing force levels, as well as the models used to predict structural behavior at initial, final, and ultimate stages are all treated as random variables. System reliability methods are used to compute the probabilities of unsatisfactory performance of PC beams at initial and final stages. The design of PC beams is solved by integrating second-moment reliability methods for components and systems with an automated design optimization package using the feasible directions method. A number of reliability-based design examples of PC beams commonly used in the United States construction industry for offices and retail buildings are presented to illustrate the proposed approach. Additionally, design charts are provided to make easier the implementation of the proposed approach.

Original languageEnglish
Pages (from-to)3156-3177
Number of pages22
JournalJournal of Structural Engineering (United States)
Volume120
Issue number11
DOIs
Publication statusPublished - 1994

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Prestressed concrete
Construction industry
Random variables
Materials properties

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Reliability-based design of prestressed concrete beams. / Al-Harthy, Ali S.; Frangopol, Dan M.

In: Journal of Structural Engineering (United States), Vol. 120, No. 11, 1994, p. 3156-3177.

Research output: Contribution to journalArticle

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