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原文传递 Calibration of Resistance Factor for Self-Tapping Screws in Canada
题名: Calibration of Resistance Factor for Self-Tapping Screws in Canada
正文语种: eng
作者: Joyce, T.;Chui, Y. H.
作者单位: Univ Alberta Donadeo Innovat Ctr Engn Dept Civil & Environm Engn Edmonton AB T6G 1H9 Canada;Univ Alberta Donadeo Innovat Ctr Engn Dept Civil & Environm Engn Engn Wood & Bldg Syst Edmonton AB T6G 1H9 Canada
关键词: Timber connections;Self-tapping screws;Code calibration
摘要: Under the load and resistance factor design philosophy used in North America, building codes structures are designed using load and resistance factors calibrated to a target reliability level. Despite this, few attempts have been made to calibrate resistance factors for timber connections. A calibration process was carried out for the withdrawal resistance of axially loaded self-tapping screws using a database of test results from across Canada. Two load cases were considered, reflecting load combinations and statistics drawn from the 2015 National Building Code of Canada and from a proposal developed to provide greater consistency in reliability outcomes, and the reliability under each case was determined using the first-order reliability method (FORM). Given the low ductility-brittle nature of withdrawal failures, a resistance factor of phi = 0.7 was recommended for a target reliability index of beta = 4.0. The outcomes will assist in the selection of a resistance factor for self-tapping screws for use in the Canadian timber design standard, CSA 086. (C) 2022 American Society of Civil Engineers.
出版年: 2022
期刊名称: Journal of structural engineering
卷: 148
期: 3
页码: 04022001.1-04022001.7
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