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Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls
| 题名： | Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls |
| 正文语种： | eng |
| 作者： | Busch, A.;Zimmerman, R. B.;Pei, S.;McDonnell, E.;Line, P.;Huang, D. |
| 作者单位： | Colorado Sch Mines Dept Civil & Environm Engn Golden CO 80401 USA;KPFF Consulting Engineers 111 SW 5th Ave Suite 2600 Portland OR 97204 USA;Colorado Sch Mines Dept Civil & Environm Engn Golden CO 80401 USA;Holmes Struct 555 SE Martin Luther King Jr Blvd Suite 602 Portland OR 97214 USA;Amer Wood Council Struct Engn 222 Catoctin Circle SE Suite 201 Leesburg VA 20175 USA;Colorado Sch Mines Dept Civil & Environm Engn Golden CO 80401 USA |
| 摘要： | In this study, a prescriptive seismic design procedure for post-tensioned mass timber rocking wall lateral force-resisting systems is proposed. Unlike performance-based design approaches that employ nonlinear analysis, this procedure utilizes techniques and analysis procedures that are routinely applied in design industry practice as well as adhering to traditional approaches contained in current US standards. The design procedure targets providing a basis for prescriptive design of mass timber rocking wall lateral force-resisting systems and their future adoption into model codes. For illustration, the design approach is applied to an example building, with the building's performance validated through a nonlinear numerical model simulation. (C) 2021 American Society of Civil Engineers. |
| 出版年： | 2022 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 148 |
| 期： | 3 |
| 页码： | 04021289.1-04021289.13 |
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