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    Experimental Testing of Posttensioned Timber Frames under Gravity Loading 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Wouter A. van Beerschoten; Alessandro Palermo; David Carradine
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the experimental testing campaign of one-bay and two-bay posttensioned timber frames under gravity loading. Long-span box beams, made of radiata pine laminated veneer lumber, were connected to columns ...
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    Determining the Flexural Capacity of Long-Span Post-Tensioned LVL Timber Beams 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Wouter van Beerschoten; Gabriele Granello; Alessandro Palermo; David Carradine
    Publisher: American Society of Civil Engineers
    Abstract: Post-tensioning can be used to introduce a precamber in timber beams, similar to concrete applications, resulting in decreased deflections and, hence, optimizing material usage. However, the amount of tendon post-tensioning ...
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    Structural Behavior of Longitudinally Posttensioned Timber Beams under Serviceability Gravity Loading 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Bruno Dal Lago; Claudio Dibenedetto; Alessandro Palermo; Stefano Pampanin; Simona Giorgini; Andrew H. Buchanan; David Carradine
    Publisher: American Society of Civil Engineers
    Abstract: The scope of this paper is to quantify the advantages of using unbonded longitudinal posttensioning for long-span timber beams. This sustainable system can be a suitable alternative to more traditional prestressed concrete ...
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    Long-Term Behavior of LVL Posttensioned Timber Beams 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author(s): Gabriele Granello; Simona Giorgini; Alessandro Palermo; David Carradine; Stefano Pampanin; Robert Finch
    Publisher: American Society of Civil Engineers
    Abstract: The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was investigated for four years under uncontrolled environmental conditions. Two full-scale simply supported beam specimens with ...
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    In-Plane Experimental Testing of Timber-Concrete Composite Floor Diaphragms 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Michael P. Newcombe; Wouter A. van Beerschoten; David Carradine; Stefano Pampanin; Andrew H. Buchanan
    Publisher: American Society of Civil Engineers
    Abstract: Recent advances in multistory timber building design have led to new structural systems that allow open floor plans with large spans between frames and/or walls. Timber-concrete composite (TCC) flooring can achieve the ...
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