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    Closure to “New Airfoil‐Design Concept with Improved Aerodynamic Characteristics” by Demeter G. Fertis 

    Source: Journal of Aerospace Engineering:;1995:;Volume ( 008 ):;issue: 004
    Author(s): Demeter G. Fertis
    Publisher: American Society of Civil Engineers
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    New Airfoil‐Design Concept with Improved Aerodynamic Characteristics 

    Source: Journal of Aerospace Engineering:;1994:;Volume ( 007 ):;issue: 003
    Author(s): Demeter G. Fertis
    Publisher: American Society of Civil Engineers
    Abstract: The research in this paper is the result of an experimental study regarding a new airfoil‐design concept, which is developed to produce greater lift coefficients over a much broader range of operational angles of attack, ...
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    Equivalent Systems for Inelastic Analysis of Prismatic and Nonprismatic Members 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Demeter G. Fertis; Rajesh Taneja
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the analysis of prismatic and nonprismatic members of any arbitrary variation in moment of inertia, and where the material is permitted to be stressed well beyond its elastic limit, thus causing the ...
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    Historical Developments of World Infrastructure: From Archanthropos to Space Exploration 

    Source: Journal of Infrastructure Systems:;2000:;Volume ( 006 ):;issue: 003
    Author(s): Demeter G. Fertis, M.ASCE
    Publisher: American Society of Civil Engineers
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    Large Deflection of Determinate and Indeterminate Bars of Variable Stiffness 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 007
    Author(s): Demeter G. Fertis; Alexander Afonta
    Publisher: American Society of Civil Engineers
    Abstract: The research here deals with the development of an analytical method for the computation of large deflections and rotations of members with varying stiffness along their length. The member may be statically determinate, ...
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    Pseudolinear and Equivalent Systems for Large Deflections of Members 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Demeter G. Fertis; Sudhakar Pallak
    Publisher: American Society of Civil Engineers
    Abstract: The research in this paper consists of an analytical study of the computation of large deflections of uniform and variable stiffness members by using pseudolinear or nonlinear equivalent systems of constant stiffhess. By ...
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    Elastic and Inelastic Analysis of Nonprismatic Members 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Demeter G. Fertis; Michael E. Keene
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the static analysis of nonprismatic members of any arbitrary variation in its moment of inertia
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    Equivalent Systems for Variable Thickness Plates 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Demeter G. Fertis; Milos M. Mijatov
    Publisher: American Society of Civil Engineers
    Abstract: The research work in this paper consists of a rigorous closed form solution regarding the deflection of thin rectangular plates with variable thickness in one dimension. The rigorous closed form solution is given in the ...
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    Inelastic Response of Variable Stiffness Members under Cyclic Loading 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Demeter G. Fertis; Chin T. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The research here deals with the dynamic analysis of variable stiffness members that are subjected to dynamic cyclic loadings. The dynamic analysis takes into consideration the restoring force behavior of such members by ...
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