Case Studies
Feb 26, 2016

Design and Construction of Wooden Structure to Replace Collapsed Steel Structure

Publication: Practice Periodical on Structural Design and Construction
Volume 21, Issue 3

Abstract

This paper describes the challenges and solutions for the design and implementation of a timber structure to replace a collapsed steel structure. Wood was chosen as the structure material because it is suited for environments with high salinity and, in this context, for reducing maintenance costs. One of the most important challenges of this project was that the beam should have a long span and the wood should be able to attain the ultimate limit state and serviceability given the dimensions in the project. The entire roof was supported only by four columns, which forced the side and frontal beams to exceed span lengths of 18 m without intermediate supports. A mathematical computational model was constructed using the FEM to obtain the loads on the structural elements. During the implementation process, many parts were implemented differently from the original design, which needed to be reinforced. It is important to emphasize that the design of a wooden structure requires not only knowledge but also creativity to overcome the challenges posed by the distinctive needs of detailing and difficulty that carpenters have in reading the specific plans.

Get full access to this article

View all available purchase options and get full access to this article.

References

ABNT (Brazilian Association of Technical Standards). (1997). “Design of wooden structures.” NBR 7190, Rio de Janeiro, Brazil (in Portuguese).
Bijen, J. (2003). Durability of engineering structures: Design, repair and maintenance, Elsevier, Cambridge, England.
Bucalem, M. L., and Bathe, K. J. (2011). The mechanics of solids and structures — Hierarchical modeling and the finite element solution, Springer, Berlin.
Forest Products Laboratory, (2010). “Wood handbook --Wood as an engineering material” General Technical Rep. FPL-GTR-190, U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, Madison, WI, 508 .
Hansson, E. F. (2011). “Analysis of structural failures in timber structures: Typical causes for failure and failure modes.” Eng. Struct., 33(11), 2978–2982.
Jenkel, C., and Kaliske, M. (2014). “Finite element analysis of timber containing branches — An approach to model the grain course and the influence on the structural behaviour.” Eng. Struct., 75, 237–247.
Jorissen, A., and Fragiacomo, M. (2011). “General notes on ductility in timber structures.” Eng. Struct., 33(11), 2987–2997.
Kharouf, N., McClure, G., and Smith, I. (2003). “Elasto-plastic modeling of wood bolted connections.” Comput. Struct., 81(8–11), 747–754.
Kim, Y. J., Harries, K. A. (2010). “Modeling of timber beams strengthened with various CFRP composites.” Eng. Struct., 32(10), 3225–3234.
Lee, K. W., Chong, T. H., and Park, G.-J. (2003). “Development of a methodology for a simplified finite element model and optimum design.” Comput. Struct., 81(14), 1449–1460.
Mårtensson, A., and Follin, A. (1991). “Computer-aided engineering systems in wood industry.” Holz als Roh-und Werkstoff, 49(3), 111–114.
Ormarsson, S., and Dahlblom, O. (2013). “Finite element modelling of moisture related and visco-elastic deformations in inhomogeneous timber beams.” Eng. Struct., 49, 182–189.
Portella, M. O. G., et al. (2012). “Atmospheric corrosion rates of copper, galvanized steel, carbon steel and aluminum in the metropolitan region of Salvador, BA, Northeast Brazil.” Procedia Eng., 42, 171–185.
Resch, E., and Kaliske, M. (2010). “Three-dimensional numerical analyses of load-bearing behavior and failure of multiple double-shear dowel-type connections in timber engineering.” Comput Struct., 88(3–4): 165–177.
Sawata, K. (2015). “Strength of bolted timber joints subjected to lateral force.” J. Wood Sci., 61(3), 221–229.
Schmidt, J., and Kaliske, M. (2009). “Models for numerical failure analysis of wooden structures.” Eng. Struct., 31(2), 571–579.
Song, X., and Lam, F. (2009). “Laterally braced wood beam-columns subjected to biaxial eccentric loading.” Comput Struct., 87(17–18), 1058–1066.
Tarabia, A. M., and Itani, R. Y. (1997). “Static and dynamic modeling of light-frame wood buildings.” Comput. Struct., 63(2), 319–334.
Toson, B., Viot, P., and Pesqué, J. J. (2014). “Finite element modeling of Balsa wood structures under severe loadings.” Eng. Struct., 70: 36–52.
Turvey, G. J., and Cooper, C. (2000). “Semi-rigid column-base connections in pultruded GRP frame structures.” Comput Struct, 76(1–3), 77–88.
Wahrhaftig, A. M., César, S. F., and Oliveira, E. N. (2012). “Initial considerations of creep in compressed pieces of wood.” Polytech. J., 15E, 10–15 (in Portuguese).
Wang, W., and Eamon, C. D. (2013). “Load path uncertainty in a wood structure and the effect on structural reliability.” Eng. Struct., 56, 889–896.
Wilkinson, T. L., Rowland, R. E., and Cooks, R. D. (1981). “An incremental finite-element determination of stresses around loaded holes in wood plates.” Comput. Struct., 14(1–2), 123–128.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 21Issue 3August 2016

History

Received: Nov 13, 2015
Accepted: Jan 20, 2016
Published online: Feb 26, 2016
Discussion open until: Jul 26, 2016
Published in print: Aug 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Alexandre de Macêdo Wahrhaftig [email protected]
Professor, Federal Univ. of Bahia, Polytechnic School, Dept. of Construction and Structures, Rua Aristides Novís, 02, 5º andar, Federação, Salvador, BA 40210-910, Brazil (corresponding author). E-mail: [email protected]
Ricardo Fernandes Carvalho [email protected]
Professor, Federal Univ. of Bahia, Polytechnic School, Dept. of Construction and Structures, Rua Aristides Novís, 02, 5º andar, Federação, Salvador, BA 40210-910, Brazil. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share