Search
Now showing items 1-10 of 12
Effect of Waveform and Loading Sequence on Low-Cycle Compressive Fatigue Life of Spruce
Publisher: American Society of Civil Engineers
Abstract: The effect of waveform and loading sequence on the low-cycle fatigue life of spruce was investigated using parallel-to-grain compressive tests. Triangular, sinusoidal, and square waveforms were used, with a peak stress ...
Capacities of OSB-Sheathed Light-Frame Shear-Wall Panels with or without Perforations
Publisher: American Society of Civil Engineers
Abstract: Walls of low-rise wood light-frame buildings are commonly employed as the primary means for resisting damaging effects of horizontal forces caused by events like hurricanes and earthquakes. Here test data show how openings ...
Modern Operational Circuit Design
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion of “<i>Finite Strip Free‐Vibration Analysis of Wood Floors</i>” by A. Filiatrault, B. Folz, and R. O. Foschi (August, 1990, Vol. 116, No. 8)
Publisher: American Society of Civil Engineers
Hydrogen Embrittlement at Linden Generating Station
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: During the period from October, 1957, to November, 1961, seventeen waterwall tube failures of the hydrogen-embrittlement type occurred in the three oil-fired, high makeup boilers of No. 1 Unit ...
Fracture Modeling of Bolted Connections in Wood and Composites
Publisher: American Society of Civil Engineers
Abstract: Brittle failures are frequently encountered in wood bolted connections. Because of high localized stress concentrations, cracks initiate at the boundary of the bolt-hole and propagate parallel to the grain. This paper is ...
Discussion of “<i>Adjustmlent Factors for Flood Damage Curves</i>” by Edward A. McBean, Jack Gorrie, Michael Fortin, John Ding, and Ralph Moulton (November, 1988, Vol. 114, No. 6)
Publisher: American Society of Civil Engineers
Experimental Evaluation of Load Paths in Light-Frame Wood Structure
Publisher: American Society of Civil Engineers
Abstract: Despite much experience that low-rise wood buildings are vulnerable to damage by extreme wind events, few such structures have been tested in fullsize to understand how they respond to wind loads as a whole system. This ...
Comparison of Field and Wind Tunnel Pressure Coefficients for a Light-Frame Industrial Building
Publisher: American Society of Civil Engineers
Abstract: This technical note describes how full-scale observations of external pressure coefficients for a single storey industrial building located in Quebec City, Canada compared with matched scale at 1:200 wind tunnel measurements. ...
Monitoring Structural Response of a Wooden Light-Frame Industrial Shed Building to Environmental Loads
Publisher: American Society of Civil Engineers
Abstract: Light-frame wooden buildings are highly complex and redundant structural systems that behave as assemblies of folded and interlocked rib-stiffened plate systems. This paper describes structural monitoring experiments on ...