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Theoretical and Experimental Studies on Timber Diaphragms Subject to Earthquake Loads. Final Summary Report.
Zagajeski, S. W.; Halvorsen, G. T.; GangaRao, H. V. S.; Luttrell, L. D.; Jewell, R. B.
National Science Foundation, Washington, DC. Directorate for Engineering., December 1984, 94 p.
The principal objective of the report is to summarize a research investigation into the in-plane shear response of plywood timber floor diaphragms. The in-plane shear force-deformation behavior of several full-scale 16 by 24 and 16 by 16-ft plywood-sheathed timber diaphragms in response to dynamic, and monotonic and cyclic static loading was evaluated. A mathematical model was developed to describe plywood-to-joist interaction. The principal objective of the experimental phase of the second stage of the investigation was to determine how timber diaphragm details influence behavior in response to large, in-plane shear deformations.
; Floors; Earthquake engineering; Loads (Forces); Plywood; Seismic design; Wooden structures; Shear properties; Structural timber; Mathematical models; Dynamic structural analysis