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    Author(s): Douglas R. Rammer; Philip Line
    Date: 2016
    Source: World Conference on Timber Engineering, WCTE 2016, August 22-25.
    Publication Series: Paper (invited, offered, keynote)
    Station: Forest Products Laboratory
    PDF: Download Publication  (1.0 MB)

    Description

    Glued laminated timber Tudor arches have been in wide use in the United States since the 1930s, but detailed knowledge related to seismic design in modern U.S. building codes is lacking. FEMA P-695 (P-695) is a methodology to determine seismic performance factors for a seismic force resisting system. A limited P-695 study for glued laminated timber arch structures highlighted the lack of lateral load testing; therefore, critical modelling information was not available and assumptions based on available research were used. In this study, full-scale lateral load testing of the glued laminated timber arch is used to fill in gaps in test-based information and assess the following characteristics: damping, deformation behaviour, and failure modes.

    Publication Notes

    • We recommend that you also print this page and attach it to the printout of the article, to retain the full citation information.
    • This article was written and prepared by U.S. Government employees on official time, and is therefore in the public domain.

    Citation

    Rammer, Douglas R.; Line, Philip. 2016. Lateral testing of glued laminated timber tudor arch. World Conference on Timber Engineering, WCTE 2016, August 22-25. 9 p.

    Keywords

    Glued Laminated Timber, Arches, Seismic Design, Experiential, Failure

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