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    Forced Vibration of Cylindrical Helical Rods Subjected to Impulsive Loads 

    Source: Journal of Applied Mechanics:;2003:;volume( 070 ):;issue: 002:;page 281
    Author(s): B. Temel; F. F. Çalim
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study, the forced vibration of cylindrical helical rods subjected to impulsive loads is theoretically investigated in the Laplace domain. The free vibration is then taken into account ...
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    Transient Infinite Elements for 2D Soil-Structure Interaction Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): H. R. Yerli; B. Temel; E. Kiral
    Publisher: American Society of Civil Engineers
    Abstract: Starting from two-dimensional (2D) equations of motion and making use of the Galerkin weighted residual approximations, discretized formulations in the Laplace transform domain for the transient behavior of soil-structure ...
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    Laboratory and Field Performance of Cellular Fiber-Reinforced Polymer Composite Bridge Deck Systems 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 005
    Author(s): Aixi Zhou; Jason T. Coleman; Anthony B. Temeles; John J. Lesko; Thomas E. Cousins
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the laboratory and field performance of multicellular fiber-reinforced polymer (FRP) composite bridge deck systems produced from adhesively bonded pultrusions. Two methods of deck contact loading were ...
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