Buckling of Sheathed Walls: Nonlinear Analysis
Publication: Journal of Structural Engineering
Volume 114, Issue 3
Abstract
A nonlinear theory for analyzing the buckling behavior of sheathed walls is presented. The theory predicts that the reversal of lateral deflection occurs when the load is applied near the compression center of the wall. This phenomenon is due to the movement of the compression center caused by the nonlinear joint stiffness. Tests are conducted to verify the theory. A good agreement between test results and theoretical results is seen. The resulting difference between the nonlinear theory and the linear theory presented in a previous paper by the author is investigated. The linear theory is found to approximately predict the wall buckling at low values of nail slip and loads until the wall reaches buckling loads. Because of the partial composite action, the sheathed walls have a higher maximum load than unsheathed walls as long as the load is applied at the same position.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Amana, E. J., and Booth, L. G. (1967). “Theoretical and experimental studies of nailed and glued plywood stressed‐skin components: part I. theoretical study.” J. of Inst. of Wood Sci., 4(1), 43–69.
2.
Amana, E. J., and Booth, L. G. (1968). “Theoretical and experimental studies of nailed and glued plywood stressed‐skin components: part II. Experimental study.” J. of Inst. of Wood Sci., 4(2), 19–34.
3.
Kamiya, F. (1985a). “Analytical studies on the nonlinear bending behavior of nailed layered components: part I. nailed layered beams.” Wood and Fiber Sci., 17(1), 117–131.
4.
Kamiya, F. (1985b). “Analytical studies on the nonlinear bending behavior of nailed layered components: part II. nailed stressed skin components.” Wood and Fiber Sci., 17(2), 170–183.
5.
Kamiya, F. (1987). “Buckling theory of sheathed walls: linear analysis.” J. of Struct. Engrg., ASCE, 113(9), 2009–2022.
6.
Rassam, H. Y., and Goodman, J. R. (1972). “Spaced columns with nonrigid connectors.” Wood and Fiber Sci., 4(3), 142–153.
7.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill, New York, N.Y.
8.
Zimmermann, H. (1923). “Die knickfestigkeit van stäben mit nicht gerader achse” (“The buckling strength of bars without straight axes”). Sitzungsberichte der Akademie der Wissenschaften zu Berlin, Berlin, Germany, 262–282 (in German).
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Mar 1, 1988
Published in print: Mar 1988
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.