Defining the inelastic behavior of nail joints is essential
in the development of a rational design procedure of wood-stud walls.
Prediction equations were developed for the inelastic behavior
of joints commonly found in wood-stud walls. The equations relate
three elastic moduli that define the average inelastic joint stiffness
to the...
Service life prediction models for light-framed wood structures require an extensive quantity of empirical data on deterioration pathologies for the numerous structural components, as well as mechanistic approaches to determine their capacity at various levels of deterioration. The data and models presented in this study satisfy a portion of the...
