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    Behavior and Design of Concentrically Loaded Pultruded Angle Struts 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): A. Zureick; Robert Steffen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study pertaining to the short-term behavior of concentrically loaded single angle members made of pultruded fiber-reinforced polymeric materials. Seven E-glass/polyester and 18 ...
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    Short-Term Behavior and Design of Fiber-Reinforced Polymeric Slender Members under Axial Compression 

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 004
    Author(s): A. Zureick; D. Scott
    Publisher: American Society of Civil Engineers
    Abstract: Presented in this paper are results of an experimental investigation pertaining to the short-term behavior of concentrically loaded fiber-reinforced polymeric composite slender members. Tested members had box and I-shape ...
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    Horizontally Curved Steel I-Girders State-of-the-Art Analysis Methods 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author(s): A. Zureick; R. Naqib
    Publisher: American Society of Civil Engineers
    Abstract: Current AASHTO specifications pertaining to the analysis and design of horizontally curved bridges are based upon research work conducted prior to 1978. Since then a significant amount of work has been conducted to further ...
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    Buckling of Thick Orthotropic Cylindrical Shells Under Torsion 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 001:;page 41
    Author(s): Y. S. Kim; G. A. Kardomateas; A. Zureick
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A three-dimensional elasticity solution to the problem of buckling of orthotropic cylindrical shells under torsion is presented. A mixed form of the Galerkin method with a series of Legendre ...
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