Abstract

The building industry requires the development of a ductile lateral force resisting system made of mass timber to help mass timber to continue to grow in popularity as the primary structural building material. The OpenSees framework was used to develop a numerical model of a single-story timber frame with a timber buckling-restrained brace, which was validated by the results of a previously completed series of quasistatic cyclic timber buckling-restrained brace (TBRB) component and subassembly tests. The experimental validation included a model developed for the hysteretic behavior of the TBRB and the rotational capacity of beam–column joints made with mass ply lam (MPL) panels, two slotted-in steel plates, and a number of steel dowels. The single-story model TBRB braced frame was then expanded to a numerical model of an eight-story mass timber buckling-restrained braced frame. The TBRB frame was analyzed with static pushover, quasistatic cyclic loads, and earthquake simulations. During the simulation of eleven design-level earthquake ground motions, the building experienced a peak interstory drift at of 2.54% at the first-floor level and a peak floor acceleration of 1.7g at the roof. The numerical model developed in this research of a timber buckling-restrained braced frame with TBRBs is novel and could be used to design timber buckling-restrained braced frames as a ductile lateral force resisting solution for mass timber buildings in seismic regions.

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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 would like to acknowledge the financial support provided by Wood Innovations, under USDA Grant No. 20-DG-11046000-615.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 9September 2024

History

Received: Aug 23, 2023
Accepted: Mar 18, 2024
Published online: Jun 21, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 21, 2024

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Emily Williamson, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112 (corresponding author). ORCID: https://orcid.org/0000-0003-3309-3488. Email: [email protected]
Hans-Erik Blomgren, M.ASCE [email protected]
Structural Engineer, Timberlab, 1601 NE Columbia Blvd., Portland, OR 97211. Email: [email protected]
Douglas Rammer, M.ASCE [email protected]
Research Engineer, Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI 53726. Email: [email protected]

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