This paper describes a two-dimensional finite element model for analyzing vertical and horizontal wood diaphragms. development of this model is the formulation of a nonlinear finite element that accounts for the distribution and stiffness of fasteners con-necting the sheathing to the framing. A 16- by 48-ft horizontal diaphragm is analyzed with the model, and comparisons are made to displacements computed with a commonly used diaphragm deflec-tion equation. Central to th
SUMMARY Shear diaphragm action of properly designed light gage steel panels used for floors, roofs, ...
Graduation date: 1992Nailed connections have nonlinear load-displacement\ud relations. Modeling thes...
The main idea behind stabilisation by diaphragm action is to create a deep beam thatcan resist horiz...
ABSTRACT: This report describes a two-dimensional finite element model for ana-lyzing vertical and h...
This thesis presents an investigation of the in-plane stiffness of wood-frame diaphragms. Studying t...
This thesis presents an investigation of the in-plane stiffness of wood-frame diaphragms. Studying t...
Abstract Two Finite Element (FE) models are built to simulate diaphragm action on light weight roof...
Abstract Two Finite Element (FE) models are built to simulate diaphragm action on light weight roof...
Includes bibliographical references (pages 88-90)Lateral loads have repeatedly been a great concern ...
This paper further verifies a previously developed analytical model of sheathed diaphragms. Load-dis...
The in-plane rigidity of light frame diaphragms has been investigated by researchers due to the impo...
Gas extraction has caused increased seismic activity in the area of Groningen, bringing about consid...
Based on the decomposition of the deflection into bending, panel shear, nail slip, and base rotation...
Wood diaphragms represent the principal mechanisms for resisting lateral loads in many light-frame b...
There exists a desire to better understand the in-plane response of cold-formed steel (CFS) framed d...
SUMMARY Shear diaphragm action of properly designed light gage steel panels used for floors, roofs, ...
Graduation date: 1992Nailed connections have nonlinear load-displacement\ud relations. Modeling thes...
The main idea behind stabilisation by diaphragm action is to create a deep beam thatcan resist horiz...
ABSTRACT: This report describes a two-dimensional finite element model for ana-lyzing vertical and h...
This thesis presents an investigation of the in-plane stiffness of wood-frame diaphragms. Studying t...
This thesis presents an investigation of the in-plane stiffness of wood-frame diaphragms. Studying t...
Abstract Two Finite Element (FE) models are built to simulate diaphragm action on light weight roof...
Abstract Two Finite Element (FE) models are built to simulate diaphragm action on light weight roof...
Includes bibliographical references (pages 88-90)Lateral loads have repeatedly been a great concern ...
This paper further verifies a previously developed analytical model of sheathed diaphragms. Load-dis...
The in-plane rigidity of light frame diaphragms has been investigated by researchers due to the impo...
Gas extraction has caused increased seismic activity in the area of Groningen, bringing about consid...
Based on the decomposition of the deflection into bending, panel shear, nail slip, and base rotation...
Wood diaphragms represent the principal mechanisms for resisting lateral loads in many light-frame b...
There exists a desire to better understand the in-plane response of cold-formed steel (CFS) framed d...
SUMMARY Shear diaphragm action of properly designed light gage steel panels used for floors, roofs, ...
Graduation date: 1992Nailed connections have nonlinear load-displacement\ud relations. Modeling thes...
The main idea behind stabilisation by diaphragm action is to create a deep beam thatcan resist horiz...