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原文传递 Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels
题名: Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels
正文语种: eng
作者: Boggian, Francesco;Tardo, Carola;Aloisio, Angelo;Marino, Edoardo M.;Tomasi, Roberto
作者单位: Univ Trento Dept Civil Environm & Mech Engn Via Mesiano 77 I-38123 Trento Italy;Univ Catania Dept Civil Engn & Architecture Via S Sofia 54 I-5123 Catania Italy;Univ Aquila Dept Civil Construct & Environm Engn Via Giovanni Gronchi 18 I-67100 Laquila Italy;Univ Catania Dept Civil Engn & Architecture Via S Sofia 54 I-5123 Catania Italy;Norwegian Univ Life Sci Fac Sci & Technol Drobakveien 31 N-1430 As Norway
摘要: The seismic vulnerability of existing RC framed buildings in seismic-prone areas requires affordable and practice-oriented solutions for their retrofitting. In this paper, the authors present a retrofitting solution for RC buildings based on the combined use of cross-laminated timber (CLT) panels and asymmetric friction connections (AFCs). The AFC connection is activated when the force level reaches the design threshold. The energy dissipation of the AFC increases the structural dissipation capacity and reduces the displacement demand. This research presents the outcomes of an experimental campaign on selected prototypes of these AFC connectors. The authors assess their dissipative capacity from cyclic load tests in four different connector arrangements and examine the contribution of aluminum shim layers. The first results highlight the significant dissipation potential of the AFC, although they also provide evidence of the notable sensitivity on the design and constructive details. The authors present a modeling approach to simulate the experimental results.
出版年: 2022
期刊名称: Journal of structural engineering
卷: 148
期: 5
页码: 04022040.1-04022040.19
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