Abstract: The existence of openings in diaphragms causes concentration of shear forces around the openings and the generation of axial forces in the framing. In 1981, the Applied Technology Council developed the only guidelines for ...

Abstract: A finite element model for predicting the quasi‐static load‐deflection behavior of diaphragms is presented. A fastener compliance element derived from nonlinear nail load‐slip properties is deployed. The model is formulated ...

Abstract: Wood diaphragms are used in low‐rise, wood‐framed buildings to resist the lateral forces produced by wind and earthquakes. Since wood buildings are known to be efficient in absorbing the energy produced by these loadings, ...

Abstract: This paper presents a method for determining moments in continuous normal and skew slab‐and‐girder bridges due to live loads. Using the finite element method, 112 continuous bridges are analyzed, each having five pretensioned ...

Abstract: This report describes a two‐dimensional finite element model for analyzing vertical and horizontal wood diaphragms. Central to the development of this model is the formulation of a nonlinear finite element that accounts ...

Abstract: A general three-dimensional (3D) model of light-frame wood buildings is presented. The model has the capabilities of dealing with different structural configurations and different types of loading. Comprehensive verification ...

Abstract: This paper presents a theoretical study of glue laminated lumber diaphragms. All glue lines are made up of elastomeric adhesives having stiffnesses of 90 psi‐900 psi. The use of such adhesives provides an incomplete partial ...