Prediction of vertical deflections for a long-span prestressed concrete bridge structure

Engineering Structures

Volumn 27, Issue 12 SPEC. ISS., 2005, Pages 1820-1827

  Robertson, Ian N ^a  

^a UNIVERSITY OF HAWAII   (United States)

Author keywords

Analytical predictions; Creep; Long term deflections; Prestressed concrete bridge; Shrinkage

Indexed keywords

CONCRETE CONSTRUCTION; CREEP; DEFLECTION (STRUCTURES); DEFORMATION; PRESTRESSED CONCRETE; SHRINKAGE; STRAIN; STRAIN GAGES;

ANALYTICAL PREDICTIONS; LONG TERM DEFLECTIONS; PRESTRESSED CONCRETE BRIDGE;

CONCRETE BRIDGES;

BRIDGE;

EID: 23844446035     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.05.013     Document Type: Article

References (12)

1. C. Banchik N. Khaled North Halawa Valley Viaduct design and construction Concrete International 16 3 1994 39-43
2. Acosta J.A.A. Instrumentation systems for post-tensioned segmental box girder bridges. Ph.D. dissertation, University of Texas at Austin, Department of Civil Engineering; December 1991
3. Computers and Structures, Inc. SAP2000-Integrated finite element analysis and design of structures 1996 CSI Berkeley (CA)
4. Ketchum M.A. Redistribution of Stresses in segmentally erected prestressed concrete bridges (SFRAME). Report UCB/SESM-86/07. Berkeley: Univ. of California; 1986
5. Lee A, Robertson IN. Instrumentation and long-term monitoring of the North Halawa Valley Viaduct. Report UHM/CE/95-08. Honolulu (HI): Univ. of Hawaii; 1995
6. Chai Y.H. et al. Health monitoring of the new Benicia-Martinez Bridge, Current Research Project - Investigators: Chai YH, Zuritz C (UC Davis), Sheng LH, Murugesh G (Caltrans), Strandgaard H (CH2M Hill), and Cormier K (TY Lin International); 2004
7. ACI Committee 318. Building code requirements for structural concrete. ACI 318-02, Farmington Hills (MI): American Concrete Institute; 2002
8. CEB. 1993. CEB-FIP Model Code 90, Comité Euro-International du Béton. Thomas Telford Services; 1993
9. Z.P. Bazant S. Baweja Short form of creep and shrinkage prediction model B3 for structures of medium sensitivity Materials and Structures 29 1996 587-593
10. Durbin M.P., Robertson I.N. Creep and shrinkage of concrete - Use and comparison of current and proposed predictive models in the H3 North Halawa Valley Viaduct Project. Report UHM/CE/98-04. Univ. of Hawaii; 1998
11. ACI Committee 209. Prediction of creep, shrinkage, and temperature effects in concrete structures. ACI 209R-92. Farmington Hills (MI): American Concrete Institute; 1992
12. N.J. Gardner J.W. Zhou Shrinkage and creep revisited ACI Materials Journal May-June 1993 236-246