Discussion of “Effective Slab Width in Prestressed Twin-Girder Composite Decks” by Luigino Dezi, Fabrizio Gara, and Graziano Leoni-Reference-Cited by-同舟云学术

Discussion of “Effective Slab Width in Prestressed Twin-Girder Composite Decks” by Luigino Dezi, Fabrizio Gara, and Graziano Leoni

Published:2008-04 Issue:4 Volume:134 Page:682-685
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rovňák Marián¹²³,Ďuricová Antónia¹²³,Rovňáková Ĺudmila¹²³

Affiliation:

1. Associate Professor, Faculty of Civil Engineering, Technical Univ. of Košice, Vysokoškolská 4, 042 00 Košice, Slovakia. E-mail: marian.rovnak@gmail.com

2. Associate Professor, Institute of Construction and Architecture, Slovak Academy of Science, Dúbravská cesta 9, 845 03 Bratislava 45, Slovakia.

3. Senior Designer, Allstav, Ltd., Hroncova 3, 040 01 Košice, Slovakia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A4%28682%29

Reference11 articles.

1. The treatment of shear lag in design

2. European Committe for Standardization (CEN). (1997a). “Design of steel structures. 2: Steel bridges.” Annex 5.1 ENV 1993-2 Brussels Belgium.

3. European Committee for Standardiztion (CEN). (1997b). “Design of composite steel and concrete structures. II: Bridges.” Eurocode 4 ENV 1994-2 Brussels Belgium.

4. Shear lag in steel box girder bridges;Moffatt K. R.;J. Struct. Div.,1975

5. British shear lag rules for composite girders;Moffatt K. R.;J. Struct. Div.,1978

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