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    Finite-Element Model for Collapse and Long-Term Analysis of Steel–Concrete Composite Beams 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): M. Fragiacomo; C. Amadio; L. Macorini
    Publisher: American Society of Civil Engineers
    Abstract: This paper concerns the development of a numerical procedure for studying steel–concrete composite beams with regard to both the collapse analysis and long-term behavior at the serviceability limit state. The interaction ...
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    Laboratory Tests and Numerical Analyses of Prefabricated Timber-Concrete Composite Floors 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): E. Lukaszewska; M. Fragiacomo; H. Johnsson
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes tests on a novel composite floor system constructed by connecting prefabricated concrete slabs to timber joists. Seven types of shear connectors have been developed and tested: lag screws, either alone ...
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    Long-Term Behavior of Wood-Concrete Composite Floor/Deck Systems with Shear Key Connection Detail 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): M. Fragiacomo; R. M. Gutkowski; J. Balogh; R. S. Fast
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the long-term behavior of wood-concrete composite beams with notched connection detail. The experimental program comprised the characterization of the component materials (wood, concrete, and connection ...
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    Influence of Repeated and Sustained Loading on the Performance of Layered Wood–Concrete Composite Beams 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): J. Balogh; M. Fragiacomo; R. M. Gutkowski; R. S. Fast
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the influence of cyclic and sustained loading on the performance of layered wood–concrete composite beams interconnected by a notched connection detail. A number of composite beams were conditioned ...
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    Experimental Performance and Structural Analysis of Plywood-Coupled LVL Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): A. Iqbal; T. Smith; S. Pampanin; M. Fragiacomo; A. Palermo; A. H. Buchanan
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed-laminated timber (Pres-Lam) design has recently been adopted for multistory timber buildings based on ongoing research at the University of Canterbury, New Zealand. This system combines large timber members ...
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    Experimental Performance and Structural Analysis of Plywood-Coupled LVL Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): A. Iqbal; T. Smith; S. Pampanin; M. Fragiacomo; A. Palermo; A. H. Buchanan
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed-laminated timber (Pres-Lam) design has recently been adopted for multistory timber buildings based on ongoing research at the University of Canterbury, New Zealand. This system combines large timber members ...
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    Experimental and Numerical Analysis of a Glass-to-Steel Joint 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): C. Amadio; O. De Luca; C. Fedrigo; M. Fragiacomo; C. Sandri
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the paper is to investigate the tensile strength of a glass pane with holes, such as that commonly used in glass-to-steel joints. Experimental tests have been conducted on a series of glass panes made of ...
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