Seismic Behavior of Balloon Frame Cross-Laminated Timber Connections
Publication: Journal of Structural Engineering
Volume 149, Issue 9
Abstract
Cross-laminated timber (CLT) is an innovative building material that has become increasingly popular in midrise building construction due to its rapid assembly capability, environmental friendliness, and beneficial strength-to-weight ratio. Currently, CLT balloon-style construction requires the engineering team to use the alternative means procedure within design standards for areas of high seismicity in the US. This study experimentally investigated the behavior of CLT balloon-style construction connections and characterized their behavior. Various wall-to-floor and panel-to-panel connections were identified in the test matrix and tested under monotonic and cyclic loads. A series of full-scale CLT shear wall tests focusing on the response of connections was conducted, adopting a biaxial loading protocol to characterize connection and system response to loading in two directions.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The material presented in this paper is based on work supported by the US Department of Housing and Urban Development (HUD) under the office of Policy Development and Research, University Partnerships Division, Award no. H-21682 CA. This financial support is greatly acknowledged. Any opinions, findings, conclusions, and recommendations presented in this paper are those of the authors and do not necessarily reflect the views of the HUD. The authors acknowledge the contributions and feedback of Phil Line, Hans-Erik Blomgren, Scott Breneman, and Lisa Podesto regarding the experimental program and setup. The test material donations by Simpson StrongTie for the experimental studies are greatly appreciated.
References
Aghayere, A., and J. Vigil. 2017. Structural wood design: ASD/LRFD. Boca Raton, FL: CRC Press.
Akguzel, U., and S. Pampanin. 2010. “Effects of variation of axial load and bidirectional loading on seismic performance of GFRP retrofitted reinforced concrete exterior beam-column joints.” J. Compos. Constr. 14 (1): 94–104. https://doi.org/10.1061/(ASCE)1090-0268(2010)14:1(94).
Amini, M. O., J. W. van de Lindt, D. Rammer, S. Pei, P. Line, and M. Popovski. 2018. “Systematic experimental investigation to support the development of seismic performance factors for cross laminated timber shear wall systems.” Eng. Struct. 172 (Oct): 392–404. https://doi.org/10.1016/j.engstruct.2018.06.021.
ANSI/APA (American National Standards Institute/The Engineered Wood Association). 2018. Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. Tacoma, WA: APA.
ANSI/AWC (American National Standards Institute/American Wood Council). 2018. National design specification (NDS) for wood construction. Leesburg, VA: AWC.
ASCE. 2016. Minimum design loads for buildings and other structures. Reston, VA: ASCE.
ASCE. 2022. Minimum design loads for buildings and other structures. Reston, VA: ASCE.
Bora, S., A. Sinha, and A. R. Barbosa. 2021. “Effect of wetting and redrying on performance of cross-laminated timber angle bracket connection.” J. Struct. Eng. 147 (9): 04021121. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003074.
Brandner, R., G. Flatscher, A. Ringhofer, G. Schickhofer, and A. Thiel. 2016. “Cross laminated timber (CLT): Overview and development.” Eur. J. Wood Wood Prod. 74 (3): 331–351. https://doi.org/10.1007/s00107-015-0999-5.
Cavanagh, T. 1997. “Balloon houses: The original aspects of conventional wood-frame construction re-examined.” J. Archit. Educ. 51 (1): 5–15. https://doi.org/10.1080/10464883.1997.10734741.
Ceccotti, A., C. Sandhaas, M. Okabe, M. Yasumura, C. Minowa, and N. Kawai. 2013. “SOFIE project–3D shaking table test on a seven-storey full-scale cross-laminated timber building.” Earthquake Eng. Struct. Dyn. 42 (13): 2003–2021. https://doi.org/10.1002/eqe.2309.
Chen, Z., and M. Popovski. 2020. “Mechanics-based analytical models for balloon-type cross-laminated timber (CLT) shear walls under lateral loads.” Eng. Struct. 208 (Apr): 109916. https://doi.org/10.1016/j.engstruct.2019.109916.
CSA (Canadian Standards Association). 2019. Engineering design in wood. CSA O86. Mississauga, ON, Canada: CSA.
Daneshvar, H., J. Niederwestberg, C. Dickof, J.-P. Letarte, and Y. H. Chui. 2019. “Cross-laminated timber shear walls in balloon construction: Seismic performance of steel connections.” In Proc., Modular and Offsite Construction (MOC) Summit Proc., 405–412. Edmonton, AB, Canada: Univ. of Alberta.
De Domenico, D., D. Losanno, and N. Vaiana. 2023. “Experimental tests and numerical modeling of full-scale unbonded fiber reinforced elastomeric isolators (UFREIs) under bidirectional excitation.” Eng. Struct. 274 (Jan): 115118. https://doi.org/10.1016/j.engstruct.2022.115118.
Dujic, B., S. Aicher, and R. Zarnic. 2006. “Testing of wooden wall panels applying realistic boundary conditions.” In Proc., 9th World Conf. on Timber Engineering. Red Hook, NY: Curran Associates.
Flatscher, G., and G. Schickhofer. 2015. “Shaking-table test of a cross-laminated timber structure.” Proc. Inst. Civ. Eng. Struct. Build. 168 (11): 878–888. https://doi.org/10.1680/stbu.13.00086.
Freddie Mac. 2021. “Housing supply: A growing deficit.” Accessed July 1, 2021. https://www.freddiemac.com/research/insight/20210507-housing-supply.
Furinghetti, M., and A. Pavese. 2017. “Investigation of the lateral response of friction-based isolators under multi-cyclic excitations.” In Proc., 16th World Conf. on Earthquake Engineering (16WCEE), 9–13. Pavia, Italy: SPONSE.
Gavric, I., M. Fragiacomo, and A. Ceccotti. 2012. “Strength and deformation characteristics of typical X-lam connections.” In Proc., 2012 World Conf. on Timber Engineering, 146–155. Red Hook, NY: Curran Associates.
Gavric, I., M. Fragiacomo, and A. Ceccotti. 2015. “Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures.” Eur. J. Wood Wood Prod. 73: 179–191.
Hayes, B. N. 2021. “Experimental and analytical assessment of internal and panel-to-floor connectors for cross laminated timber (CLT) balloon-style construction.” Master’s thesis, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ.
Hossain, A., I. Danzig, and T. Tannert. 2016. “Cross-laminated timber shear connections with double-angled self-tapping screw assemblies.” J. Struct. Eng. 142 (11): 04016099. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001572.
Hossain, A., M. Popovski, and T. Tannert. 2018. “Cross-laminated timber connections assembled with a combination of screws in withdrawal and screws in shear.” Eng. Struct. 168: 1–11.
Izzi, M., A. Polastri, and M. Fragiacomo. 2018. “Modelling the mechanical behaviour of typical wall-to-floor connection systems for cross-laminated timber structures.” Eng. Struct. 162 (May): 270–282. https://doi.org/10.1016/j.engstruct.2018.02.045.
Jalilifar, E., M. Koliou, and W. Pang. 2021. “Experimental and numerical characterization of monotonic and cyclic performance of cross-laminated timber dowel-type connections.” J. Struct. Eng. 147 (7): 04021102. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003059.
Joyce, T., M. Ballerini, and I. Smith. 2011. “Mechanical behaviour of in-plane shear connections between CLT wall panels.” In Proc., CIB Working Commission W18–Timber Structures, 44th Meeting. Karlsruhe, Germany: Karlsruhe Institute of Technology.
Karacabeyli, E., and B. Douglas. 2013. CLT handbook: US edition. Point-Claire, QC, Canada: FPInnovations and Binational Softwood Lumber Council.
Koliou, M., and A. Filiatrault. 2017. “Development of wood and steel diaphragm hysteretic connector database for performance-based earthquake engineering.” Bull. Earthquake Eng. 15 (10): 4319–4347. https://doi.org/10.1007/s10518-017-0141-7.
Krawinkler, H., F. Parisi, L. Ibarra, A. Ayoub, and R. Medina. 2001. Development of a testing protocol for woodframe structures. Richmond, CA: CUREE.
Mahdavifar, V., A. R. Barbosa, A. Sinha, L. Muszynski, R. Gupta, and S. E. Pryor. 2019. “Hysteretic response of metal connections on hybrid cross-laminated timber panels.” J. Struct. Eng. 145 (1): 04018237. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002222.
Mahr, K., A. Sinha, and A. R. Barbosa. 2020. “Elevated temperature effects on performance of a cross-laminated timber floor-to-wall bracket connections.” J. Struct. Eng. 146 (9): 04020173. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002737.
Moroder, D., T. Smith, A. Dunbar, S. Pampanin, and A. Buchanan. 2018. “Seismic testing of post-tensioned Pres-Lam core walls using cross laminated timber.” Eng. Struct. 167 (Jul): 639–654. https://doi.org/10.1016/j.engstruct.2018.02.075.
NRC. 2021. National building code of Canada. Ottawa: Canadian Commission on Building and Fire Code.
Pei, S., J. W. van de Lindt, M. Popovski, J. W. Berman, J. D. Dolan, J. Ricles, R. Sause, H. Blomgren, and D. R. Rammer. 2016. “Cross-laminated timber for seismic regions: Progress and challenges for research and implementation.” J. Struct. Eng. 142 (4): E2514001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001192.
Polastri, A., I. Giongo, and M. Piazza. 2017. “An innovative connection system for cross-laminated timber structures.” Struct. Eng. Int. 27 (4): 502–511.
Popovski, M., I. Gavric, and J. Schneider. 2014. Performance of two-storey CLT house subjected to lateral loads. FPInnovations Research Rep., FPIPRODUCT-1-6896. Vancouver, BC, Canada: FPInnovations.
Popovski, M., and E. Karacabeyli. 2012. “Seismic behaviour of cross-laminated timber structures.” In Vol. 2 of Proc., of the World Conf. on Timber Engineering, WCTE 2012 Committee, 335–344. Red Hook, NY: Curran Associates.
Rinaldin, G., C. Amadio, and M. Fragiacomo. 2013. “A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” Earthquake Eng. Struct. Dyn. 42 (13): 2023–2042. https://doi.org/10.1002/eqe.2310.
Robertson, A. B., F. C. Lam, and R. J. Cole. 2012. “A comparative cradle-to-gate life cycle assessment of mid-rise office building construction alternatives: Laminated timber or reinforced concrete.” Buildings 2 (3): 245–270. https://doi.org/10.3390/buildings2030245.
Schneider, J., E. Karacabeyli, M. Popovski, S. F. Stieme, and S. Tesfamariam. 2014. “Damage assessment of connections used in cross-laminated timber subject to cyclic loads.” J. Perform. Constr. Facil. 28 (6): A4014008. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000528.
Sullivan, K., T. H. Miller, and R. Gupta. 2018. “Behavior of cross-laminated timber diaphragm connections with self-tapping screws.” Eng. Struct. 168 (Aug): 505–524. https://doi.org/10.1016/j.engstruct.2018.04.094.
Taylor, B., A. R. Barbosa, and A. Sinha. 2020. “Cyclic performance of in-plane shear cross-laminated timber panel-to-panel surface spline connections.” Eng. Struct. 218 (Sep): 110726. https://doi.org/10.1016/j.engstruct.2020.110726.
van de Lindt, J. W., M. O. Amini, D. Rammer, P. Line, S. Pei, and M. Popovski. 2020. “Seismic performance factors for cross-laminated timber shear wall systems in the United States.” J. Struct. Eng. 146 (9): 04020172. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002718.
van de Lindt, J. W., J. Furley, M. O. Amini, S. Pei, G. Tamagnone, A. R. Barbosa, D. Rammer, P. Line, M. Fragiacomo, and M. Popovski. 2019. “Experimental seismic behavior of a two-story CLT platform building.” Eng. Struct. 183 (Mar): 408–422. https://doi.org/10.1016/j.engstruct.2018.12.079.
Zimmerman, R. B., H.-E. Blomgren, J. McCutcheon, and A. Sinha. 2020. “Catalyst-a mass timber core wall building with high ductility hold-downs in a Seismic Region.” In Proc., 2020 World Conf. on Timber Engineering. Red Hook, NY: Curran Associates.
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© 2023 American Society of Civil Engineers.
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Received: Aug 17, 2022
Accepted: Apr 12, 2023
Published online: Jun 19, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 19, 2023
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