Strength Capacities and Behaviour of a Composite Timber-Steel Connection System

This study examined the strength properties of a new timber connector that consisted of a sectioned steel tube embedded into the end grain of heavy-timber structural members using a vinyl-ester based mortar. The steel cap of the connector featured a threaded hole that allowed for the attachment of a variety of connecting steel elements.

Preliminary Structural Evaluation and Presentation of Refurbishment Options for the Usher Mill in Erving, Massachusetts

This project, which was completed in the summer of 2003, was aimed at evaluating the structure of a 1918 Western Massachusetts paper mill, which sat empty and had been deteriorating for 13 years. Ultimately, the feasibility of any redevelopment on the site was to be investigated.

Monotonic and Cyclic Behaviour of Slender Dowel-Type Fasteners in Wood-Steel-Wood Connections

The objective of this study was to investigate the monotonic and cyclic behaviour of different kinds of slender dowel-type fasteners. To accomplish this, four types of fasteners were tested in a series of 73 monotonic and cyclic tests. All tests used either one or two slotted-in steel plates in PARALLAM®, a Parallel Strand Lumber (PSL) product.

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