Technical Papers
May 24, 2024

Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling

Publication: Journal of Structural Engineering
Volume 150, Issue 8

Abstract

Cross-laminated timber (CLT) buildings are constructed by connecting CLT panels with dowel-type fasteners and mechanical anchors, which govern the lateral behavior of these structures. Although these connections are mostly distributed along the perimeter of the CLT panels, creating highly redundant structures, previous research on the lateral behavior of CLT structures has mainly focused on the behavior of the connections placed at the base of the CLT shear walls, such as hold downs and angle brackets, while limited attention has been paid to the connections between perpendicular walls and their effect on the lateral response of CLT shear walls. This paper presents a comprehensive experimental study aimed at investigating the effects of the interaction between perpendicular walls on the lateral response of CLT shear walls. CLT shear walls with three different aspect ratios were analyzed by means of monotonic and cyclic tests, both in single wall configuration and connected to perpendicular walls. The experimental findings demonstrate that the structural interaction due to the perpendicular walls significantly affects the lateral response of a CLT shear wall, resulting in increased lateral stiffness, lateral capacity, and deformation capacity. In addition, the study presents two analytical models for the prediction of the lateral stiffness and the lateral capacity of CLT shear walls connected to perpendicular walls. The analytical models were validated based on the experimental results, showing reasonable agreement.

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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 authors express their gratitude to Rothoblaas Srl and Francesco Mirrione Legnami Srl for supplying the necessary materials for the experimental campaign conducted at the L.E.D.A. Research Centre.

References

Bogensperger, T., T. Moosbrugger, and G. Silly. 2010. “Verification of CLT-plates under loads in plane.” In Vol. 1 of Proc., 11th World Conf. on Timber Engineering (WCTE2010), 231–240. Graz, Austria: Graz Univ. of Technology.
Brown, J. R., M. Li, A. Palermo, S. Pampanin, and F. Sarti. 2021. “Experimental testing of a low-damage post-tensioned C-shaped CLT core-wall.” J. Struct. Eng. 147 (3): 1–16. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002926.
Brown, J. R., M. Li, T. Tannert, and D. Moroder. 2020. “Experimental study on orthogonal joints in cross-laminated timber with self-tapping screws installed with mixed angles.” Eng. Struct. 228 (Sep): 111560. https://doi.org/10.1016/j.engstruct.2020.111560.
Casagrande, D., S. Rossi, T. Sartori, and R. Tomasi. 2016. “Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls.” Constr. Build. Mater. 102 (May): 1101–1112. https://doi.org/10.1016/j.conbuildmat.2014.12.114.
CEN (European Committee for Standardization). 2005. Timber structures: Test methods: Cyclic testing of joints made with mechanical fasteners. EN12512. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011. Timber structures: Test methods: Racking strength and stiffness of timber frame wall panels. EN594. Brussels, Belgium: CEN.
D’Arenzo, G. 2023. “An elastic model for the prediction of the lateral response of cross-laminated timber shear walls with openings.” Eng. Struct. 274 (May): 115055. https://doi.org/10.1016/j.engstruct.2022.115055.
D’Arenzo, G., D. Casagrande, A. Polastri, M. Fossetti, M. Fragiacomo, and W. Seim. 2021a. “CLT shear walls anchored with shear-tension angle brackets: Experimental tests and finite element modelling.” J. Struct. Eng. 147 (7): 1–15. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003008.
D’Arenzo, G., S. Schwendner, and W. Seim. 2021b. “The effect of the floor-to-wall interaction on the rocking stiffness of segmented CLT shear-walls.” Eng. Struct. 249 (Sep): 113219. https://doi.org/10.1016/j.engstruct.2021.113219.
Dickof, C., M. Shahnewaz, N. Bevilacqua, and T. Tannert. 2021. “Experimental investigations on balloon frame CLT shearwalls.” In Proc., World Conf. on Timber Engineering. Graz, Austria: Graz Univ. of Technology.
ETA (European Technical Assessment). 2011. Rothoblaas self-tapping screws. ETA-11/0030-Danmark. Brussels, Belgium: ETA.
ETA (European Technical Assessment). 2015. Rothoblaas WHT hold downs and angle brackets. ETA-11/0086-Danmark. Brussels, Belgium: ETA.
ETA (European Technical Assessment). 2017. Solid wood slab element to be used as a structural element in buildings. ETA-06/0009. Brussels, Belgium: ETA.
ETA (European Technical Assessment). 2018. Three-dimensional nailing plate (angle bracket for timber-to-timber or timber to concrete or steel connections). ETA-11/0496. Brussels, Belgium: ETA.
ETA (European Technical Assessment). 2022. Rothoblaas connector nails LBA. ETA-22/0002. Brussels, Belgium: ETA.
Fossetti, M., and G. Minafò. 2017. “The reaction structure of the LEDA Research Centre: Development and design.” Ingegneria Sismica 2 (2): 76–97.
Gavric, I., M. Fragiacomo, and A. Ceccotti. 2015a. “Cyclic behavior of CLT wall systems: Experimental tests and analytical prediction models.” J. Struct. Eng. 141 (11): 1–14. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001246.
Gavric, I., M. Fragiacomo, and A. Ceccotti. 2015b. “Cyclic behaviour of typical metal connectors for cross-laminated (CLT) structures.” Mater. Struct. 48 (6): 1841–1857. https://doi.org/10.1617/s11527-014-0278-7.
Gavric, I., M. Fragiacomo, and A. Ceccotti. 2015c. “Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures.” Eur. J. Wood Wood Prod. 73 (Mar): 179–191. https://doi.org/10.1007/s00107-014-0877-6.
Gavric, I., and M. Popovski. 2015. “Design models for CLT shearwalls and assemblies based on connection properties.” In Proc., Meeting 47, INTER-Int. Network on Timber Engineering Research. Bath, UK: KIT Holzbau und Baukonstruktion.
Girhammar, U. A., and B. Källsner. 2008. “Effect of transverse walls on capacity of wood-framed wall diaphragms without tie-downs.” In Proc., 10th World Conf. on Timber Engineering 2008, 1710–1717. Graz, Austria: Graz Univ. of Technology.
Girhammar, U. A., and B. Källsner. 2016. “Horizontal stabilisation of sheathed timber frame structures using plastic design methods—Introducing a handbook Part 1: Design principles for horizontal stabilisation.” Procedia Eng. 161 (Mar): 618–627. https://doi.org/10.1016/j.proeng.2016.08.713.
Hummel, J., G. Flatscher, W. Seim, and G. Schickhofer. 2014. “CLT wall elements under cyclic loading—Details for anchorage and connection.” In Proc., Focus Solid Timber Solution-European Conf. Cross Laminated Timber, 152–165. Amsterdam, Netherlands: Elsevier.
Hummel, J., and W. Seim. 2019. “Displacement-based design approach to evaluate the behaviour factor for multi-storey CLT buildings.” Eng. Struct. 201 (Dec): 109711. https://doi.org/10.1016/j.engstruct.2019.109711.
Okabe, M., M. Yasumura, K. Kobayashi, T. Haramiishi, Y. Nakashima, and K. Fujita. 2012. “Effect of vertical load under cyclic lateral load test for evaluating Sugi CLT wall panel.” In Vol. 2 of Proc., World Conf. Timber Engineering 2012, WCTE 2012, 89–96. Graz, Austria: Graz Univ. of Technology.
Popovski, M., and I. Gavric. 2015. “Performance of a 2-story CLT house subjected to lateral loads.” J. Struct. Eng. 142 (4): 1–12. https://doi.org/10.1061/(asce)st.1943-541x.0001315.
Popovski, M., J. Schneider, and M. Schweinsteiger. 2010. “Lateral load resistance of cross-laminated wood panels.” In Proc., 11th World Conf. Timber Engineering 2010, WCTE 2010, 3394–3403. Graz, Austria: Graz Univ. of Technology.
Ramage, M., H. C. Burridge, M. Busse-Wicher, G. Fereday, T. Reynolds, D. U. Shah, G. Wu, L. Yu, and P. Fleming. 2017. “The wood from the trees: The use of timber in construction.” Renewable Sustainable Energy Rev. 68 (Feb): 333–359. https://doi.org/10.1016/j.rser.2016.09.107.
Ruggeri, E. M., G. D’Arenzo, M. Fossetti, and W. Seim. 2022. “Investigating the effect of perpendicular walls on the lateral behaviour of cross-laminated timber shear walls.” Structures 46 (Mar): 1679–1695. https://doi.org/10.1016/j.istruc.2022.10.141.
Ruggeri, E. M., G. D’Arenzo, D. Li Cavoli, I. Casiraro, and M. Fossetti. 2023. “Experimental characterization of CLT shear walls connected to perpendicular walls.” In Proc., 13th World Conf. on Timber Engineering 2023, WCTE 2023. Graz, Austria: Graz Univ. of Technology.
Sandoli, A., C. D. Ambra, C. Ceraldi, B. Calderoni, and A. Prota. 2021. “Sustainable cross-laminated timber structures in a seismic area: Overview and future trends.” Appl. Sci. 11 (5): 2078. https://doi.org/10.3390/app11052078.
Shahnewaz, M., M. Popovski, and T. Tannert. 2020. “Deflection of cross-laminated timber shear walls for platform-type construction.” Eng. Struct. 221 (Aug): 111091. https://doi.org/10.1016/j.engstruct.2020.111091.
Sustersic, I., and B. Dujic. 2012. “Simplified cross-laminated timber wall modelling for linear-elastic seismic analysis.” In Proc., CIB-W18, Paper, 1–7. Karlsruhe, Germany: Karlsruhe Institute of Technology.
Tamagnone, G., G. Rinaldin, and M. Fragiacomo. 2018. “A novel method for non-linear design of CLT wall systems.” Eng. Struct. 167 (Oct): 760–771. https://doi.org/10.1016/j.engstruct.2017.09.010.
Tamagnone, G., G. Rinaldin, and M. Fragiacomo. 2020. “Influence of the floor diaphragm on the rocking behavior of CLT walls.” J. Struct. Eng. 146 (3): 1–11. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002546.
Tomasi, R., T. Sartori, D. Casagrande, and M. Piazza. 2015. “Shaking table testing of a full-scale prefabricated three-story timber-frame building.” J. Earthquake Eng. 19 (3): 505–534. https://doi.org/10.1080/13632469.2014.974291.
Van De Lindt, J. W., M. O. Amini, D. Rammer, P. Line, S. Pie, 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., S. Pei, S. E. Pryor, D. Rammer, H. Shimizu, K. Tachibana, H. Isoda, and I. Nakamura. 2010. “Experimental seismic response of a full-scale six-story wood apartment building.” In Proc., 11th World Conf. Timber Engineering. 2010, WCTE 2010, 3158–3165. Graz, Austria: Graz Univ. of Technology.
Yasumura, M. 2012. “Determination of failure mechanism of CLT shear walls subjected to seismic action.” In Proc., 45th CIB-W18 Meeting. San Francisco: Scribd.
Yasumura, M., K. Kobayashi, M. Okabe, T. Miyake, and K. Matsumoto. 2016. “Full-scale tests and numerical analysis of low-rise CLT structures under lateral loading.” J. Struct. Eng. 142 (4): 1–12. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001348.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 8August 2024

History

Received: Aug 28, 2023
Accepted: Feb 27, 2024
Published online: May 24, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 24, 2024

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Assistant Professor, Dept. of Civil and Architectural Engineering, Aarhus Univ., Inge Lehmanns Gade, 10, Aarhus C 8000, Denmark (corresponding author). ORCID: https://orcid.org/0000-0001-6234-4616. Email: [email protected]
Elisabetta Maria Ruggeri, Ph.D.
Faculty of Engineering and Architecture, Kore Univ. of Enna, Cittadella Universitaria, Enna 94100, Italy.
Marinella Fossetti, Ph.D.
Full Professor, Faculty of Engineering and Architecture, Kore Univ. of Enna, Cittadella Universitaria, Enna 94100, Italy.

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