Closure to “Effective Slab Width in Prestressed Twin-Girder Composite Decks” by Luigino Dezi, Fabrizio Gara, and Graziano Leoni
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VIEW THE REPLYAuthors: Luigino Dezi, Fabrizio Gara, and Graziano LeoniAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 134, Issue 4
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References
Dezi, L., Gara, F., and Leoni, G. (2003). “Shear-lag effect in twin-girder composite decks.” Steel Compos. Struct., 3(2), 111–122.
EN 1994-1-1. (2004). EUROCODE 4: Design of composite steel and concrete structures—Part 1-1: General rules and rules for building. European Committee for Standardization.
ENV 1994-2. (1997). EUROCODE 4: Design of composite steel and concrete structures—Part 2: Bridges. European Committee for Standardization, Third draft.
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Published In
Journal of Structural Engineering
Volume 134 • Issue 4 • April 2008
Pages: 685 - 686
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© 2008 ASCE.
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Published online: Apr 1, 2008
Published in print: Apr 2008
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Authors
Affiliations
Luigino Dezi
Full Professor, Dept. of Architecture Construction and Structures, Università Politecnica delle Marche, via Brecce Bianche, 60131, Ancona, Italy. E-mail: [email protected]
Fabrizio Gara
Assistant Professor, Dept. of Architecture Construction and Structures, Università Politecnica delle Marche, via Brecce Bianche, 60131, Ancona, Italy. E-mail: [email protected]
Graziano Leoni
Associate Professor, Dept. PROCAM, Università di Camerino, viale della Rimembranza, 63100, Ascoli Piceno, Italy. E-mail: [email protected]
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