Abstract: A three‐dimensional nonlinear finite element model of a light‐frame wood building was created and used to determine internal forces caused by wind pressure in shear walls. Comparing the results with current design procedures ...

Abstract: Lignocellulosic materials in an alkaline cement environment can be subjected to degradation that always starts from the surface. Atomic force microscopy has been used to establish the changes of surface properties of ...

Abstract: A light‐frame wood structure is an assemblage of several components such as walls, floors, and roof, joined by intercomponent connections such as nails or metal plates. Behavior of a full structure reflects the interactive ...

Abstract: This article presents the seismic performance of a timber frame with three-dimensional (3D) rigid connections. The connections were made with self-tapping screws and hardwood blocks were used to support the beams. The frame ...

Abstract: This paper summarizes the findings of an experimental study to characterize the cyclic racking and monotonic loading performance of wood-stud and steel-stud wall specimens, which were sheathed on both faces with gypsum ...