Effect of partition walls on the seismic response of mass-timber buildings with a post-tensioned rocking wall system

• Published in: Engineering structures Vol. 262; p. 114316
• Main Authors: Hasani, Hamed, Ryan, Keri L.
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01-07-2022; Elsevier BV
• Subjects: Buildings; Deformation; Deformation effects; Earthquakes; Eigenvalues; Low damage partitions; Mass-timber buildings; Nonstructural components; Numerical modeling; Partition walls; Post-tensioned rocking wall; Post-tensioning; Seismic activity; Seismic response; Structure-nonstructural interaction; Two dimensional analysis; Two dimensional models; Walls; Numerical modeling; Nonstructural components; Structure-nonstructural interaction; Post-tensioned rocking wall; Low damage partitions; Mass-timber buildings; Partition walls; Seismic response
• ISSN: 0141-0296; 1873-7323
• DOI: 10.1016/j.engstruct.2022.114316

•Combining a flexible rocking wall system and the flexibility of timber can result in a building with considerable flexibility.•This paper investigates how the partition wall detailing affects the dynamic properties of the structural system.•This paper determines when it is beneficial to consider nonstructural walls in the overall building resistance.•Fixed partition walls contribute significantly to the overall seismic resistance while deformation-compatible ones offer little resistance.
The structural-nonstructural interaction effects of nonstructural partition walls and post-tensioned CLT rocking walls in mass-timber buildings were evaluated in a parametric study. Representative 2D rocking wall units in 5-story and 12-story mass-timber archetype buildings were modeled in OpenSees. Moreover, concentrated spring models were developed to represent effective force-deformation for four different variations of partition wall detailing, and applied to the building models to represent wall densities associated with apartment and hospitality occupancies. Eigenvalue, pushover, and response-history analyses were performed on 2D models of the bare structure and those with partition wall variations. Including partition walls with fixed connection details was found to decrease story drifts and rocking wall story shears compared to the bare frame model by up to 50% in a service earthquake and up to 30% in a maximum considered earthquake. However, partition walls with deformation-compatible details were found to have negligible influence (less than 5%) on the response.