Model for dynamic analysis of wood frame shear walls
A discrete three-degree-of-freedom model of a wood frame shear wall has been developed that is suitable for design-type analyses. The model captures the salient features of the wall response, is amenable to exact closed-form solution, and has the flexibility to account for variations in wall geometr...
|Journal Title:||Journal of Engineering Mechanics-Asce Vol. 126; no. 9; pp. 899 - 908|
|Authors:||David Dinehart, H. W. Shenton|
NEW YORK :
ASCE-AMER SOC CIVIL ENGINEERS,