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    Use of a Viscoelastic Model for the Seismic Response of Base-Isolated Buildings 

    Source: Journal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 003:;page 374
    Author(s): R. A. Uras
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Due to recent developments in elastomer technology, seismic isolation using elastomer bearings is rapidly becoming an acceptable design tool to enhance structural seismic margins and to protect ...
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    Buckling of Force-Excited Liquid-Filled Shells 

    Source: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 003:;page 418
    Author(s): R. A. Uras; W. K. Liu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The matrix equation of motion for liquid-filled shells with a particular reference to the influence of ground excitation are derived through a Galerkin/finite element discretization procedure. The ...
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    Enrichment of the Finite Element Method With the Reproducing Kernel Particle Method 

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 004:;page 861
    Author(s): Wing Kam Liu; R. A. Uras; Y. Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The reproducing kernel particle method (RKPM) has attractive properties in handling high gradients, concentrated forces, and large deformations where other widely implemented methodologies fail. In ...
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    Recent Advances in Dynamic Buckling Analysis of Liquid-Filled Shells 

    Source: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 002:;page 314
    Author(s): W. K. Liu; R. A. Uras; Y.-J. Chen; K. Tsukimori
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic buckling of liquid-filled shells is reviewed. Comparison of the analysis with experimental results is presented. The governing equations of dynamic buckling of liquid-filled imperfect ...
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