Abstract
An analysis for wood diaphragms is presented taking into account the deformation of the connections. The load–deformation characteristics for the connectors are assumed to be nonlinear. A numerical example is presented and comparisons are made with experimental results on a 20-ft by 60-ft (6-m by 18-m) plywood and decking roof diaphragm. The agreement between the test results and the predictions of the analysis is shown to be good.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Cited by
64 articles.
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