Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
Abstract Repeated cyclic loading is thought to decrease the force and deformation capacity of timber shear socksmith santa cruz walls due to the fatigue behavior.This study evaluates the strength and energy dissipation of two typical timber shear walls subjected to various deformation histories to develop a response spectrum method considering the