Long-Term Behavior of Continuous Precast Concrete Girder Bridge Model-Reference-Cited by-同舟云学术

Long-Term Behavior of Continuous Precast Concrete Girder Bridge Model

Published:2000-02 Issue:1 Volume:5 Page:22-30
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Marí Antonio R.¹²³,Valdés Manuel¹²³

Affiliation:

1. Member, ASCE

2. Prof., Dr. of Civ. Engrg., Universitat Politecnica de Catalunya, School of Civ. Engrg., Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: mari@etseccpb.upc.es

3. Lect., Dr. of Civ. Engrg., Universitat Politecnica de Catalunya, School of Civ. Engrg., Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: dvaldes @etseccpb.upc.es

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%282000%295%3A1%2822%29

Reference14 articles.

1. Abbas S. and Scordelis A. C. (1993). “Nonlinear geometric material and time-dependent analysis of segmentally erected three-dimensional cable stayed bridges.” Rep. UCB/SEMM-93/09 University of California at Berkeley Calif.

2. Nonlinear Time-Dependent Analysis of Segmentally Constructed Structures

3. Elbadry M. M. ( 1988). “Serviceability of reinforced concrete structures ” PhD thesis University of Calgary Canada.

4. Kang Y. (1989). “SPCFRAME: Computer program for nonlinear segmental analysis of planar prestressed concrete frames.” Rep. UCB/SEMN-89-07 University of California at Berkeley Calif.

5. Shear Lag Effect and Uncertainty in Concrete Box Girder Creep

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