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Group Tear-Out in Small-Dowel-Type Timber Connections: Brittle and Mixed Failure Modes of Multinail Joints
Publisher: American Society of Civil Engineers
Effectiveness of Anticheck Bolts in Split Ring Connections Repair
Publisher: American Society of Civil Engineers
Abstract: There are numerous large span timber hangars dating back to World War II. These structures were built with large green timbers and were normally assembled using split rings and/or shear plates. Because of shrinkage in the ...
Discussion of “<i>Prestress Level in Stress‐Laminated Timber Bridges</i>” by Edward F. Sarisley Jr. and Michael L. Accorsi (November 1990, Vol. 116, No. 11)
Publisher: American Society of Civil Engineers
Effect of Posttensioning on Rotational Stiffness of Wood Joints
Publisher: American Society of Civil Engineers
Abstract: The moment-rotation behavior of full-size Warren truss timber connections, using posttensioning as a possible reinforcement scheme, was investigated and compared with the current method of using gusset plates. Four joint ...
Latticed Mast Structures
Publisher: American Society of Civil Engineers
Abstract: Canadian warships are equipped with free-standing latticed masts, and the research reported here has been aimed at reducing the weight and profile area of these structures and increasing their ability to absorb energy. ...
Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes
Publisher: American Society of Civil Engineers
Abstract: Bearing or compressive-strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes, ...
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