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    Design Models of Light Frame Wood Buildings under Lateral Loads 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): B. Kasal; M. S. Collins; P. Paevere; G. C. Foliente
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, different methods of lateral force distribution and design are described and compared with the results of experiments on a full-scale woodframe test house, and with a detailed three-dimensional analysis using ...
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    Three-Dimensional Model of Light Frame Wood Buildings. I: Model Description 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): M. Collins; B. Kasal; P. Paevere; G. C. Foliente
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a nonlinear three-dimensional finite element (FE) model of light frame buildings capable of static and dynamic analysis is presented. The model can accommodate various material and structural configurations, ...
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    Three-Dimensional Model of Light Frame Wood Buildings. II: Experimental Investigation and Validation of Analytical Model 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): M. Collins; B. Kasal; P. Paevere; G. C. Foliente
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a nonlinear three-dimensional finite element model, presented in Part I, capable of static and dynamic analysis is compared with the results of an experiment on a full-scale asymmetric light frame building. ...
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    Parameter Analysis of the Differential Model of Hysteresis 

    Source: Journal of Applied Mechanics:;2004:;volume( 071 ):;issue: 003:;page 342
    Author(s): F. Ma; A. Bockstedte; G. C. Foliente; P. Paevere; H. Zhang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The extended Bouc-Wen differential model is one of the most widely accepted phenomenological models of hysteresis in mechanics. It is routinely used in the characterization of nonlinear damping ...
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