Prediction of vertical deflections for a long-span prestressed concrete bridge structure-Reference-Cited by-同舟云学术

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

Published:2005-10 Issue:12 Volume:27 Page:1820-1827
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Robertson Ian N.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference12 articles.

1. North Halawa Valley Viaduct design and construction;Banchik;Concrete International,1994

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. SAP2000—Integrated finite element analysis and design of structures,1996

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 I N. Instrumentation and long-term monitoring of the North Halawa Valley Viaduct. Report UHM/CE/95-08. Honolulu (HI): Univ. of Hawaii; 1995

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