题名: |
High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls |
正文语种: |
eng |
作者: |
Derveni, Fani;Gerasimidis, Simos;Schafer, Benjamin W.;Peterman, Kara D. |
作者单位: |
Univ Massachusetts Dept Civil & Environm Engn 130 Nat Resources Rd Amherst MA 01003 USA;Univ Massachusetts Dept Civil & Environm Engn 130 Nat Resources Rd Amherst MA 01003 USA;Johns Hopkins Univ Dept Civil & Syst Engn Latrobe Hall 3400 N Charles St Baltimore MI 21218 USA;Univ Massachusetts Dept Civil & Environm Engn 130 Nat Resources Rd Amherst MA 01003 USA |
关键词: |
Thin-walled structures;Cold-formed steel;Shear walls;Lateral loading;Computational modeling;Connection experiments |
摘要: |
Cold-formed steel (CFS) framed construction has been widely adopted and used toward a modern, lightweight, and cost-efficient engineering practice across the United States. The primary objective of this work is to numerically assess the performance of CFS-framed shear walls sheathed with oriented strand board (OSB) and subjected to seismic events. A robust three-dimensional high-fidelity shell finite element model is developed and aims to provide a benchmark modeling approach able to accurately capture strength, stiffness, and failure mechanisms in these systems. Particular attention is given to the fundamental role of the connections between the CFS members and the OSB sheathing to the overall shear wall lateral response. To understand the variability in this critical connection, a series of 30 identical connection tests are performed. The robustness of the proposed computational model is validated by nine different CFS shear wall experimental studies and by a parametric analysis. The developed model is applied to provide an accurate experimentally-derived fastener-based computational tool of CFS-framed shear walls with potential use in design code expansion. . (C) 2020 American Society of Civil Engineers. |
出版年: |
2021 |
期刊名称: |
Journal of Structural Engineering |
卷: |
147 |
期: |
2 |
页码: |
04020316.1-04020316.16 |