Strengthening by Means of External Prestressing-Reference-Cited by-同舟云学术

Strengthening by Means of External Prestressing

Published:1999-05 Issue:2 Volume:4 Page:131-135
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:Journal of Bridge Engineering

Author:

Pisani M. A.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%281999%294%3A2%28131%29

Reference16 articles.

1. Billet D. F. and Appleton J. H. ( 1954). “Flexural strength of prestressed concrete beams.” ACI J. 25(10) 837–854.

2. Chakrabarti P. R. Whang T. P. Brown W. Arsad K. M. and Amezeua E. ( 1994). “Unbonded post-tensioning tendons and partially prestressed beams.” ACI Struct. J. 91(5) 616–625.

3. Cooke N. Park R. and Young P. ( 1981). “Flexural strength of prestressed concrete members with unbonded tendons.” PCI J. 26(6) 52–80.

4. Du G. and Tao X. ( 1985). “Ultimate stress of unbonded tendons in partially prestressed concrete beams.” PCI J. 30(6) 72–90.

5. Eurocode 2: Design of concrete structures. Part 1: General rules and rules for buildings; ENV 1992-1-1 . (1992). European Committee for Standardization Bruxelles Belgium.

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