Interaction between Longitudinal Shear and Transverse Bending in Prestressed Concrete Box Girders-Reference-Cited by-同舟云学术

Interaction between Longitudinal Shear and Transverse Bending in Prestressed Concrete Box Girders

Published:2017-01 Issue:1 Volume:22 Page:04016107
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Recupero Antonino¹,Granata Michele Fabio²,Culotta Giovanni³,Arici Marcello⁴

Affiliation:

1. Aggregate Professor, Dept. di Ingegneria, Univ. di Messina, 98166 Messina, Italy.

2. Assistant Researcher, Dept. di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali, Univ. di Palermo, Viale delle Scienze, 90128 Palermo, Italy (corresponding author).

3. Engineer, Dept. di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali, Viale delle Scienze, 90128 Palermo, Italy.

4. Professor, Dept. di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali, Univ. di Palermo, Viale delle Scienze, 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.1943-5592.0000990

Reference32 articles.

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4. Backes M. R. Fernández Ruiz M. and Muttoni A. (2014). “Interaction between in-plane shear forces and transverse bending moments in concrete bridge webs.” Proc. 10th fib Int. Ph.D. Symp. in Civil Engineering Quebec Structural Concrete Laboratory of EPFL Lausanne Switzerland 403–408.

5. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

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