Structural Engineering and Mechanics

  • 제42권3호
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  • Pages.383-407
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A numerical approach for simulating the behaviour of timber shear walls

  • Loo, Wei Yuen (Department of Civil and Environmental Engineering, School of Engineering, University of Auckland) ;
  • Quenneville, Pierre (Department of Civil and Environmental Engineering, School of Engineering, University of Auckland) ;
  • Chouw, Nawawi (Department of Civil and Environmental Engineering, School of Engineering, University of Auckland)
  • 투고 : 2011.08.28
  • 심사 : 2012.04.02
  • 발행 : 2012.05.10
⟨ 이전 논문 다음 논문 ⟩

초록

A numerical approach to simulate the behaviour of timber shear walls under both static and dynamic loading is proposed. Because the behaviour of timber shear walls hinges on the behaviour of the nail connections, the force-displacement behaviour of sheathing-to-framing nail connections are first determined and then used to define the hysteretic properties of finite elements representing these connections. The model nails are subsequently implemented into model walls. The model walls are verified using experimental results for both monotonic and cyclic loading. It is demonstrated that the complex hysteretic behaviour of timber shear walls can be reasonably represented using model shear walls in which nonlinear material failure is concentrated only at the sheathing-to-framing nail connections.

키워드

참고문헌

  1. Aghayere, A. and Vigil, J. (2007), Structural Wood Design: A Practice-oriented Approach Using the ASD Method, John Wiley and Sons Inc., New York.
  2. American Forest and Paper Association (1999), General Dowel Equations for Calculating Lateral Connection Values, Technical Report 12, Washington D. C.
  3. Ayoub, A. (2007), "Seismic analysis of wood building structures", Eng. Struct., 27(2), 213-223.
  4. Blasetti, A.S., Hoffman, R. and Dinehart, D. (2008), "Simplified hysteresis finite-element model for wood and viscoelastic polymer connections for the dynamic analysis of shear walls", J. Struct. Eng., 134(1), 77-86. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(77)
  5. Buchanan, A. (2007), Timber Design Guide, 3rd Editions, Timber Industry Federation Inc, Wellington, New Zealand.
  6. Canadian Plywood Association (2009), "Comparative engineering properties: Plywood and OSB", http://www.canply.org/english/products/comparison/comparison_all.htm. (accessed Jan 12, 2009)
  7. Canadian Wood Council (2009), "Lumber", http://www.cwc.ca/products/lumber. (accessed Jan 12, 2009)
  8. CertiWood (2004), Plywood design fundamentals, CertiWood Technical Centre, Canada.
  9. Computers and Structures, Inc. (2009), SAP2000 v14: Integrated Solution for Structural Analysis and Design, Berkeley, California.
  10. Coyne, T. (2007), "NEES Wood: Framing to sheathing connection tests", Proceedings of Earthquake Engineering Symposium for Young Researchers, University at Buffalo, Seattle, August.
  11. Dinehart, D.W., Hoffman, R.M. and Blasetti, A.S. (2006), "Finite element modeling of wood shear walls with viscoelastic polymers", Proceedings of the 9th World Conference on Timber Engineering, Oregon, August, Portland.
  12. Dolan, J.D. and Madsen, B. (1992), "Monotonic and cyclic nail connection tests", Can. J. Civil, 19(1), 97-104. https://doi.org/10.1139/l92-010
  13. Ekiert, C. and Hong, J. (2006), Framing-to-sheathing Connection Tests in Support of NEES Wood Project: Technical Report, University at Buffalo, NY.
  14. Fonseca, F.S., Judd, J.P. and Burns, J.M. (2006), "Strength of plywood joints with overdriven nails", Forest Prod J., 56(7/8), 33-38.
  15. Fonseca, F.S. and Rabe, J.A. (2009), "Capacity of oriented strandboard joints with overdriven nails", Forest Prod J, 59(4), 50-60.
  16. Fonseca, F.S., Rose, S.K. and Campbell, S.H. (2002), CUREE Publication No. W-16: Nail, Wood Screw, and Staple Fastener Connections, Richmond, Calif.
  17. Judd, J.P. and Fonseca, F.S. (2005), "Analytical model for sheathing-to-framing connections in wood shear walls and diaphragms", J. Struct. Eng., 131(2), 345-352. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(345)
  18. NZS3603 (1993), Timber Structures Standard, Standards New Zealand, Wellington, New Zealand.
  19. Smith, I., Craft, S.T. and Quenneville, P. (2001), "Design capacities of joints with laterally loaded nails", Can. J. Civil, 28(2), 282-290. https://doi.org/10.1139/l00-088
  20. Structural Board Association (2004), OSB Performance by Design: Oriented Strand Board in Wood Frame Construction, Canada.
  21. Thelandersson, S. and Larsen, H. (2003), Timber Engineering, John Wiley and Sons Ltd., West Sussex, England.
  22. U.S. Department of Agriculture (2010), Wood Handbook: Wood as an Engineering Material, Forest Products Laboratory, Madison, Wisconsin.
  23. Varoglu, E., Karacabeyli, E., Stiemer, S. and Ni, C. (2006), "Midply wood shear wall system: Concept and performance in static and cyclic testing", J. Struct. Eng., 132(9), 1417-1425. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:9(1417)
  24. Vessby, J., Serrano, E. and Olsson, A. (2010), "Coupled and uncoupled nonlinear elastic finite element models for monotonically loaded sheathing-to-framing joints in timber based shear walls", Eng. Struct., 32(11), 3433- 3442. https://doi.org/10.1016/j.engstruct.2010.05.018
  25. Xu, J. and Dolan, J.D. (2009a), "Development of nailed wood joint element in ABAQUS", J. Struct. Eng., 135(8), 968-976. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000030
  26. Xu, J. and Dolan, J.D. (2009b), "Development of a wood-frame shear all model in ABAQUS", J. Struct. Eng., 135(8), 977-984. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000031

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  3. Seismic resilient lateral load resisting system for timber structures vol.149, 2017, https://doi.org/10.1016/j.conbuildmat.2017.05.112
  4. Rocking Timber Structure with Slip-Friction Connectors Conceptualized As a Plastically Deformable Hinge within a Multistory Shear Wall vol.142, pp.4, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001387
  5. The influence of surface preparation and the lubricating effect of mill scale on the performance of slip-friction connectors vol.155, 2017, https://doi.org/10.1016/j.conbuildmat.2017.08.100
  6. Effect of Timber Type and Nail Spacing on the Hysteretic Behavior of Timber-Framed Shear Walls with Openings 2017, https://doi.org/10.1007/s40999-016-0138-7
  7. Finite-element analyses of light timber-framed walls with and without openings vol.170, pp.8, 2017, https://doi.org/10.1680/jstbu.16.00085
  8. Pinching-Free Connector for Timber Structures vol.147, pp.5, 2021, https://doi.org/10.1061/(asce)st.1943-541x.0002982
  9. Minimal-waste design of timber layouts from non-standard reclaimed elements: A combinatorial approach based on structural reciprocity vol.36, pp.4, 2012, https://doi.org/10.1177/09560599211064091