Reliability of Super-T PSC girders at serviceability limit state stresses across all span ranges-Reference-Cited by-同舟云学术

Reliability of Super-T PSC girders at serviceability limit state stresses across all span ranges

Published:2019-03-12 Issue:6 Volume:15 Page:812-821
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Melhem Mayer M.¹,Caprani Colin C.¹,Stewart Mark G.²

Affiliation:

1. Department of Civil Engineering, Monash University, Clayton, VIC, Australia;

2. Centre for Infrastructure Performance and Reliability, University of Newcastle, Callaghan, NSW, Australia

Funder

Monash University

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2019.1581228

Reference37 articles.

1. Al-Harthy, A. S. (1992). Reliability analysis and reliability based design of prestressed concrete structures (PhD Thesis). University of Colorado, Boulder.

2. Reliability Assessment of Prestressed Concrete Beams

3. Reliability‐Based Design of Prestressed Concrete Beams

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