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Experimental Testing of Posttensioned Timber Frames under Gravity Loading
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 ...
Determining the Flexural Capacity of Long-Span Post-Tensioned LVL Timber Beams
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 ...
Structural Behavior of Longitudinally Posttensioned Timber Beams under Serviceability Gravity Loading
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 ...
Long-Term Behavior of LVL Posttensioned Timber Beams
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 ...
In-Plane Experimental Testing of Timber-Concrete Composite Floor Diaphragms
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 ...