Reliability-based evaluation of the prestress level in concrete containments with unbonded tendons-Reference-Cited by-同舟云学术

Reliability-based evaluation of the prestress level in concrete containments with unbonded tendons

Published:2008-01 Issue:1 Volume:30 Page:78-89
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Anderson Patrick,Hansson Martin,Thelandersson Sven

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Thirty years of measured prestress at Swedish nuclear reactor containments;Anderson;Nucl Eng Des,2005

2. Average force along unbonded tendons; a field study at nuclear reactor containments in Sweden;Anderson;Nucl Eng Des,2005

3. Regulatory Guide 1.35. In service Inspection of Ungrouted Tendons in Prestressed Concrete Containments. US Nuclear Regulatory Commission (NRC), Revision 3; 1990.

4. Reliability-based assessment of integrity of bonded prestressed concrete containment structures;Pandey;Nucl Eng Des,1997

5. Nuclear containments. Fib. Bulletin 13; 2001.

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