Application of a New System of Self-Tensioning to the Design of Large-Span Wood Floor Framings-Reference-Cited by-同舟云学术

Application of a New System of Self-Tensioning to the Design of Large-Span Wood Floor Framings

Published:2016-06 Issue:6 Volume:142 Page:04016012
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Otero-Chans D.¹,Estévez-Cimadevila J.²,Martín-Gutiérrez E.²,Pérez-Valcárcel J.²

Affiliation:

1. Full Professor, Dept. of Construction Technology, Universidade da Coruña, Escuela Técnica Superior de Arquitectura, Edificio de Departamentos, Campus de A Zapateira, 15071 A Coruña, Spain (corresponding author).

2. Full Professor, Dept. of Construction Technology, Universidade da Coruña, Escuela Técnica Superior de Arquitectura, Edificio de Departamentos, Campus de A Zapateira, 15071 A Coruña. Spain.

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%29ST.1943-541X.0001486

Reference22 articles.

1. Flexural Stiffness and Strength of GFRP-Reinforced Timber Beams

2. Reinforcement of wood with natural fibers

3. Brunner M. and Schnüriger M. (2004). “Timber beams strengthened with prestressed fibres: Delamination.” Proc. 8th World Conf. on Timber Engineering A. Ranta-Maunus and T. Toratti eds. Vol. I Finnish Association of Civil Engineers RI Helsinki Finland 345–350.

4. Post-tensioned timber frame buildings;Buchanan A.;Struct. Eng.,2011

5. CEN (European Committee for Standardization). (2002). “Eurocode 1: Actions on structures. 1-1: General actions—Densities self-weight imposed loads for buildings.” EN 1991-1-1 Brussels Belgium.

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