Abstract: The design of mechanical fasteners such as nails and screws used in light-frame construction typically is based on a single assumed loading mechanism or failure limit state, either withdrawal load or lateral load. Observations ...

Abstract: The seismic response arising from strong ground motions of steel frames constructed with moment‐resisting connections causes significant inelastic deformations in the members and connections. The inelastic behavior is ...

Abstract: Ensuring a complete load path in light-framed wood structures is critical in providing proper load transfer during wind and seismic events. Roof-to-wall metal-connectors are often used to accomplish this goal. Currently, ...

Abstract: The behavior of two through plate girder railway bridges were investigated to determine a better approach to fatigue assessment. One bridge, a 21.3-m span near Old Fort, North Carolina, was instrumented, and measurements ...

Abstract: In the United States, currently there are three consensus test methods for determining the wind uplift capacity of mechanically-attached single-ply roofing membrane systems. Each is based upon a specific specimen size and ...

Abstract: This paper presents the results of a study to investigate methods for providing low-cost protection from hazards associated with tornado strikes or other severe wind events. Included are discussions of physical wind damage, ...