Journal article
Cyclic Analysis of Wood Shear Walls
Abstract
A simple numerical model to predict the load-displacement response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented. In this model the shear wall is composed of three structural components: rigid framing members, linear elastic sheathing panels, and nonlinear sheathing-to-framing connectors. The hysteretic model for the sheathing-to-framing connector takes account of pinching …
Authors
Folz B; Filiatrault A
Journal
Journal of Structural Engineering, Vol. 127, No. 4, pp. 433–441
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
April 2001
DOI
10.1061/(asce)0733-9445(2001)127:4(433)
ISSN
0733-9445