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    Probabilistic Models for Spatially Varying Mechanical Properties of In-Service GFRP Cladding Panels 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 002
    Author(s): Srinivas Sriramula; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: The physical uncertainty associated with fiber-reinforced polymer composites has to be quantified and dealt with for their widespread use to be reliable. Developing probabilistic models based on experimental studies form ...
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    Buckling Design of Stringer-Stiffened Conical Shells in Compression 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Andrea Spagnoli; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: The buckling strength of conical shells subjected to axial compression may be increased by means of meridional stiffeners (stringers). Unlike stiffened cylinders, only limited research has been carried out and no design ...
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    Selection of Carbon-Fiber-Reinforced Polymer Systems for Steelwork Upgrading 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
    Author(s): Nikolaos K. Photiou; Len C. Hollaway; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the effectiveness of a high and an ultrahigh modulus carbon-fiber-reinforced polymer (CFRP) composite prepreg, both of which have been specifically developed for the civil engineering industry. A film ...
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    Seismic Reliability of Masonry-Infilled RC Frames 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Christiana Dymiotis; Andreas J. Kappos; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the probabilistic assessment of reinforced concrete (RC) frames infilled with clay brick walls and subjected to earthquake loading. The adopted methodology extends that previously developed by the ...
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    Probabilistic Fatigue Evaluation of Riveted Railway Bridges 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
    Author(s): Boulent M. Imam; Timothy D. Righiniotis; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic fatigue assessment methodology for riveted railway bridges is presented. The methodology is applied to a typical, short-span, riveted U.K. railway bridge under historical and present day train loading. On ...
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    Seismic Reliability of RC Frames with Uncertain Drift and Member Capacity 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Christiana Dymiotis; Andreas J. Kappos; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is presented for the probabilistic assessment of reinforced concrete (RC) frames subjected to seismic loading. Various aspects of structural modeling, including member capacity and stiffness, along with global ...
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