Simplified Procedure for Evaluating the Effects of Creep and Shrinkage on Prestressed Concrete Girder Bridges and the Application of European and North American Prediction Models-Reference-Cited by-同舟云学术

Simplified Procedure for Evaluating the Effects of Creep and Shrinkage on Prestressed Concrete Girder Bridges and the Application of European and North American Prediction Models

Published:2013-12 Issue:12 Volume:18 Page:1281-1297
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Granata Michele Fabio¹,Margiotta Piercarlo²,Arici Marcello³

Affiliation:

1. Assistant Professor, Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali (DICAM), Univ. di Palermo, 90128 Palermo, Italy (corresponding author).

2. Post Ph.D. Fellow, Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali (DICAM), Univ. di Palermo, 90128 Palermo, Italy.

3. Professor, Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali (DICAM), Univ. di Palermo, 90128 Palermo, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000483

Reference47 articles.

1. AASHTO. (2007). AASHTO LRFD bridge design specifications customary U.S. units 4th Ed. Washington DC.

2. Analysis of curved incrementally launched box concrete bridges using the Transfer Matrix Method

3. Arici M. and Granata M. F. (2007b). “Removal of temporary supports and creep effects in the sequential construction of bridges.” Structural implication of shrinkage and creep of concrete N. J. Gardner and M. A. Chiorino eds. American Concrete Institute (ACI) Farmington Hills MI 37–51.

Cited by 43 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cause-agnostic bridge damage state identification utilising machine learning;Engineering Structures;2024-12

2. Prestress loss in unbonded prestressed concrete beams based on the strain reduction coefficient;Materials and Structures;2024-08-16

3. Time-dependant effects on curved precast segmentally constructed balanced cantilever bridges;Engineering Structures;2024-07

4. Insights into structural assessment and long-term effects of a post-tensioned multispan concrete box girder bridge with vertically prestressed internal joints;Structures;2024-05

5. Long‐term behavior of slender long‐span precast prestressed high‐strength concrete girders;Structural Concrete;2024-01-29