New Methodology for Calculation of Required Prestressing Levels in Continuous Precast Bridge Decks-Reference-Cited by-同舟云学术

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New Methodology for Calculation of Required Prestressing Levels in Continuous Precast Bridge Decks

Published:2013-11 Issue:11 Volume:18 Page:1219-1226
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sousa Carlos¹,Fonseca Marco²,Calçada Rui³,Neves Afonso Serra⁴

Affiliation:

1. Assistant Professor, LABEST, Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal (corresponding author).

2. Research Scholar, Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

3. Associate Professor, Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

4. Associate Professor, LABEST, Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

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.1943-5592.0000469

Reference32 articles.

1. Segmental Box Girder: Deflection Probability and Bayesian Updating

2. Random Creep and Shrinkage in Structures: Ampling

3. Ave River Bridge - A Major Precast Prestressed Concrete U-Girder Bridge in Portugal

Cited by 1 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. POST-TENSIONING THE CONNECTION REGION OF PRECAST POST-TENSIONED BRIDGE GIRDERS FOR CONTINUITY;Stavební obzor - Civil Engineering Journal;2018

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