Partial Elastic Scheme Method in Cantilever Construction of Concrete Arch Bridges-Reference-Cited by-同舟云学术

Partial Elastic Scheme Method in Cantilever Construction of Concrete Arch Bridges

Published:2013-07 Issue:7 Volume:18 Page:663-672
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Granata Michele Fabio¹,Margiotta Piercarlo²,Recupero Antonino³,Arici Marcello⁴

Affiliation:

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

2. Postdoctorate Fellow, Univ. di Palermo, DICAM, 90128 Palermo, Italy.

3. Researcher, Univ. di Messina, Dipartimento di Ingegneria Civile (DIC), 98166 Messina, Italy.

4. Professor, Univ. di Palermo, Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali (DICAM), 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.1943-5592.0000396

Reference30 articles.

1. Infant Henrique Bridge over the River Douro, Porto

2. American Concrete Institute (ACI). (1997). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-92 ACI Committee 209 Detroit.

3. American Concrete Institute (ACI). (2008). “Guide for modelling and calculating shrinkage and creep in hardened concrete ” ACI 209.2R08 ACI Committee 209 Farmington Hills MI.

4. Reciprocal Conjugate Method for Space Curved Bars

5. The influence of time-dependent phenomena in segmental construction of concrete cable-stayed bridges;Arici M.;Bridge Structures,2011

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