Cited by 9Wood Treatment and PropertiesCivil and Structural Engineering ResearchBamboo properties and applications

Structural design process for estimating cross-laminated timber use factors for buildings

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Abstract

Cross-laminated timber (CLT) construction has received significant attention for potential North American markets; however, few claims have been substantiated with structural design details that assess the amount of CLT to be used in various classifications of buildings. This article presents a design process used for the development of archetype buildings to estimate the potential CLT demand. Three types of structural systems were identified: platform construction, rocking walls with a separate gravity system, and hybrid construction consisting of reinforced concrete elevator cores and rocking walls. Platform construction was used for buildings 1 to 6 stories in height, the rocking wall system was used for buildings 6 to 12 stories in height, and the hybrid structural system was used for buildings 12 to 18 stories in height. The assumptions and design process for each of these archetypes are presented in this paper. Based on the structural analyses, CLT use factors were developed for predicting market demand as well as cost estimation of CLT building projects.

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Crossref · 10.15376/biores.14.3.7247-7265

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Research works printed but not linked: 8

  1. [11]11. Espinoza, O., Buehlmann, U., Mallo, M., and Trujillo, V. (2016). "Identification of research areas to advance the adoption of cross-laminated timber in North America," BioProducts Business 1(5), 60-72. DOI: 10.22382/bpb-2016-00 · DOI
  2. [12]12. Federal Emergency Management Agency (FEMA) (2009). Quantification of Building Seismic Performance Factors (FEMA P695), Washington D.C. Ganey, R. (2015). Seismic Design and Testing of Rocking Cross Laminated Timber Walls, Master's Thesis, University of Washington, Seattle, WA.
  3. [15]15. Gu, M., and Pang, W. (2016). "Rolling shear strengths of southern pine cross laminated timber," Wood Design Focus 26(1), 25-34.
  4. [18]18. Karacabeyli, E. and B. Douglas (eds.). (2013). CLT Handbook: U.S. Edition. Special Publication SP-529E.
  5. [21]21. Loo, W. Y., Quenneville P., and Chouw, N. (2015). "A low damage and ductile rocking wall with passive energy dissipation devices," Earthquakes and Structures 9(1), 127- 143.
  6. [29]29. Perez, F., Pessiki, S., and Sause, R. (2004). "Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls with vertical joint connections," PCI Journal 49(2), 48-63.
  7. [35]35. Wilson, A. (2018). Numerical Modeling and Seismic Performance of Post-Tensioned Cross-Laminated Timber Rocking Wall Systems, Master's Thesis, Washington State University, Pullman, WA.
  8. [36]36. Wilson, A., Dolan, J. D., Phillips, A., and Motter, C. (2019). "Modeling techniques for post-tensioned cross-laminated timber rocking wall systems," Engineering Structures (in review).

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Authors
Dolan, J. D., Wilson, A., Brandt, K., Bender, D. A., & Wolcott, M. P.
Affiliations
Washington State University (US)
Corresponding author
Bender, Donald A.
Venue
BioResources
Publisher
BioResources
Published
2019-07-29
Volume
14
Issue
3
Pages
7247-7265
ISSN
1930-2126 (ISSN-L)
OpenAlex
W2964631358
Cited by
9
References
14
Citations by year
2026: 1 · 2025: 1 · 2024: 1 · 2021: 4 · 2019: 2
FWCI
1.00
Type
journal article
Language
en
Open access
Locations
BioResources (publishedVersion)
Funders
U.S. Forest Service
Topics
  • Physical Sciences › Engineering › Building and Construction › Wood Treatment and Properties
  • Physical Sciences › Engineering › Civil and Structural Engineering › Civil and Structural Engineering Research
  • Life Sciences › Agricultural and Biological Sciences › Plant Science › Bamboo properties and applications
Keywords
cross-laminated timber, structural design process, platform construction, rocking walls, hybrid structural systems, high-rise buildings, timber construction

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