Preliminary Design of Prestressed Concrete Stress Ribbon Bridge-Reference-Cited by-同舟云学术

Preliminary Design of Prestressed Concrete Stress Ribbon Bridge

Published:2001-08 Issue:4 Volume:6 Page:234-242
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Arco Diego Cobo del¹²³³,Aparicio Ángel C.¹²³³,Maŕı Antonio R.¹²³³

Affiliation:

1. Member, ASCE

2. Assoc. Lect., Dept. of Constr. Engrg., Civ. Engrg. School, Tech. Univ. of Catalonia, Jordi Girona 1-3, Modul C-1, Barcelona 08034, Spain.

3. Prof., Dept. of Constr. Engrg., Civ. Engrg. School, Tech. Univ. of Catalonia, Jordi Girona 1-3, Modul C-1, Barcelona 08034, Spain.

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%282001%296%3A4%28234%29

Reference11 articles.

1. Cobo del Arco D. and Aparicio A. C. ( 1994). Analytical and numerical static analysis of stress ribbon bridges Devel. in Civ. Engrg. No. 45 Elsevier 341–346.

2. Comité Euro-International du Beton-Fédération International de la Précontrainte (CEB-FIP). ( 1993). “CEB-FIP model code 1990 for concrete structures.” Bull. d'Information No. 213–214 Laussane France.

3. Irvine M. ( 1981). Cable structures MIT Press Cambridge Mass. 12 729–787.

4. McIntyre L. ( 1973). “The lost empire of the Incas.” Nat. Geographic 783.

5. Redfield C. Kompfner T. and Strasky J. ( 1992). “Pedestrian prestressed concrete bridge across the Sacramento River at Redding California.” L'Industria Italiana del Cemento 663(2) 82–99.

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