Prestressing with Unbonded Internal or External Tendons: Analysis and Computer Model-Reference-Cited by-同舟云学术

Prestressing with Unbonded Internal or External Tendons: Analysis and Computer Model

Published:2002-12 Issue:12 Volume:128 Page:1493-1501
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ariyawardena Nihal¹,Ghali Amin²

Affiliation:

1. PhD Candidate, Dept. of Civil Engineering, Univ. of Calgary, Calgary AB, Canada T2N 1N4.

2. Professor, Dept. of Civil Engineering, Univ. of Calgary, Calgary AB, Canada T2N 1N4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A12%281493%29

Reference15 articles.

1. Alkhairi F. M. (1991). “On the flexural behaviour of concrete beams prestressed with unbonded internal and external tendons.” PhD dissertation Univ. of Michigan p. 415.

2. Ariyawardena N. (2000). “Prestressed concrete with internal or external tendons: Behaviour and analysis.” PhD thesis Univ. of Calgary Calgary Alberta p. 276.

3. Comité Euro International du Beton-Fédération International de la Précontrainte Paris France (CEB-FIP) MC 90. (1993). “Model code for concrete structures.” Thomas Telford London 434.

4. Conti E. and Tardy R. eds. (1993). Nonlinear calculation tests performed for the workshop on behaviour of External prestressing in structures Saint-Rémy-lès-Chevreuse France.

5. Ultimate Stress of Unbonded Tendons in Partially Prestressed Concrete Beams

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