Field measured pre-stress concrete losses versus design code estimates-Reference-Cited by-同舟云学术

Field measured pre-stress concrete losses versus design code estimates

Published:2003-06 Issue:2 Volume:43 Page:201-215
ISSN:0014-4851
Container-title:Experimental Mechanics
language:en
Short-container-title:Experimental Mechanics

Author:

Onyemelukwe O. U.,Moussa Issa P. E.,Mills C. J.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF02410501.pdf

Reference8 articles.

1. Value Engineering Report, “Finley McNary/Janssen Spaans—State Road No. 600 Westbound Gandy Bridge (Value Engineering Contract),” Tallahassee, FL (1995).

2. American Association of State Highway and Transportation Officials (ASSHTO), “AASHTO-LRFD Bridge Design Specifications,”1st edition.AASHTO, Washington, DC (1994).

3. Geokon Inc., “Instruction Manual: Models VCE-4200/4202/4210 Vibrating Wire Strain Gages,” Lebanon, New Hampshire (1995).

4. CEB-FIP 1990, “Model Code for Concrete Structures (MC-90),” Thomas Telford, London (1993).

5. Ghali, A. andFavre, R., “Concrete Structures: Stresses and Deformations,”2nd edition.E & FN Spon, London (1994).

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