Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/25180
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kovacs, Michael Andrew | - |
dc.contributor.author | Wiebe, Lydell | - |
dc.date.accessioned | 2020-01-15T18:02:03Z | - |
dc.date.available | 2020-01-15T18:02:03Z | - |
dc.date.issued | 2017 | - |
dc.identifier | 10.1080/13632469.2017.1326421 | - |
dc.identifier.issn | 10.1080/13632469.2017.1326421 | - |
dc.identifier.issn | 10.1080/13632469.2017.1326421 | - |
dc.identifier.uri | http://hdl.handle.net/11375/25180 | - |
dc.description.abstract | Controlled rocking heavy timber walls are designed to rock on their foundations in response to earthquakes. For regions of moderate seismicity, it is proposed that this rocking behaviour can be adequately controlled using only post-tensioning, even with a large force-reduction factor and no supplemental energy dissipation. This article presents a force-based design procedure for controlled rocking cross-laminated timber walls without supplemental energy dissipation, including a method for estimating higher mode effects. Fragility analyses of three prototype walls demonstrate that the procedure can limit the probability of collapse to <10% during a maximum considered earthquake in a region of moderate seismicity. | en_US |
dc.publisher | Taylor & Francis | en_US |
dc.title | Controlled Rocking CLT Walls for Buildings in Regions of Moderate Seismicity: Design Procedure and Numerical Collapse Assessment | en_US |
dc.type | Article | en_US |
dc.contributor.department | Civil Engineering | en_US |
Appears in Collections: | Faculty Publications |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
2019 Kovacs Wiebe AM with Cover.pdf | 665.1 kB | Adobe PDF | View/Open |
Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.