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    Nonlinear Finite‐Element Model for Light‐Frame Stud Walls 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): B. Kasal; R. J. Leichti
    Publisher: American Society of Civil Engineers
    Abstract: Considerable attention has been given to the performance and modeling of wood‐frame stud walls in the past two decades, and linear and nonlinear models were presented. Linear models do not truly describe the wall behavior. ...
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    Closure to “<i>Nonlinear Finite‐Element Model for Light‐Frame Stud Walls</i>” by B. Kasal and R. J. Leichti (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): B. Kasal; R. J. Leichti
    Publisher: American Society of Civil Engineers
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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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    Behavior of Breakaway Walls under Wave Action 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): S. C. Yeh; Spencer M. Rogers; C. C. Tung; B. Kasal
    Publisher: American Society of Civil Engineers
    Abstract: In coastal areas residential houses are often built on piles. The space below the first floor and the ground is sometimes enclosed. The enclosure walls are constructed to break away under severe wave-induced forces so that ...
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