Full‐scale tests on bridge kerbs subjected to horizontal actions-Reference-Cited by-同舟云学术

Full‐scale tests on bridge kerbs subjected to horizontal actions

Published:2020-12-03 Issue:2 Volume:22 Page:813-826
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Meda Alberto¹,Rinaldi Zila²^ORCID,Spagnuolo Simone¹^ORCID,Grecco Raffaella³

Affiliation:

1. Department of Civil Engineering and Computer Science Engineering (DICII) University of Rome Tor Vergata Rome Italy

2. Department of Industrial Engineering (DII) University of Rome Tor Vergata Rome Italy

3. ANAS S.p.A Rome Italy

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000538

Reference19 articles.

1. AASHTO(American Association of State Highway and Transportation Officials) LFRD. Bridge Design Specification2017.

2. Aminmansour M.2004.Performance characteristics of precast and reinforced concrete bridge barriers subjected to static and impact loads. PhD thesis The Pennsylvania State University Altoona PA.

3. Athanasopoulou A. Poljansek M. Pinto A. Tsionis G. andDenton S.2010.Bridge Design to Eurocodes Worked examples European Commission Joint Research Centre

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