Structural Analysis of a Stress-Laminated-Timber Bridge Deck Using Hardwood

Author:

Lima do Nascimento Marcio1,Castanheira Rodrigues Edson Fernando2,Christoforo André Luis2,Rocco Lahr Francisco Antonio3,Gobatto Balanco Giovana4ORCID

Affiliation:

1. Dept. of Mathematics, Federal Univ. of Pará (UFPA), Belém 66075-110, Brazil.

2. Dept. of Civil Engineering (DECiv), Federal Univ. of São Carlos (UFSCar), São Carlos 13565-905, Brazil.

3. Dept. of Structural Engineering (SET), São Carlos Engineering School (EESC), São Paulo Univ. (USP), São Carlos 13566-590, Brazil.

4. Dept. of Structural Engineering (SET), São Carlos Engineering School (EESC), São Paulo Univ. (USP), São Carlos 13566-590, Brazil (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Associação Brasileira de Normas Técnicas. 1997. NBR 7190 – Projeto de estruturas de madeira. Rio de Janeiro. 107.

2. Heat treated wood–nylon 6 composites;Aydemir D.;Composites, Part B,2015

3. Simplified methods of bridge analysis for the third edition of OHBDC

4. Estimation of modulus of elasticity in static bending of wood in structural dimensions as a function of longitudinal vibration and density;Cavalheiro R. S.;Curr. J. Appl. Sci. Technol.,2018

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