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    General Planar Model for Analyzing High‐Rise Structures 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Bryan Stafford Smith; Mark Cruvellier
    Publisher: American Society of Civil Engineers
    Abstract: A method of constructing a planar model for the analysis of relatively complex three‐dimensional tall‐building structural systems is proposed. The buildings may be asymmetric in plan, and composed of orthogonal intersecting ...
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    Estimating Periods of Vibration of Tall Buildings 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): Bryan Stafford Smith; Elizabeth Crowe
    Publisher: American Society of Civil Engineers
    Abstract: A hand method of estimating the period of free vibration of building structures, for use in determining the minimum base shear for their earthquake design, is presented. The method is for structures that have uniform ...
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    <i>P</i>‐Delta Analysis of Building Structures 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Regina Gaiotti; Bryan Stafford Smith
    Publisher: American Society of Civil Engineers
    Abstract: The trend towards more slender and lighter building structures has resulted in potentially more significant
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    Closure to “<i>Estimating Periods of Vibration of Tall Buildings</i>” by Bryan Stafford Smith and Elizabeth (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Bryan Stafford Smith; Elizabeth Crowe
    Publisher: American Society of Civil Engineers
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    Estimating Seismic Base Shears of Tall Wall‐Frame Buildings 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Bryan Stafford Smith; Young‐Soo Yoon
    Publisher: American Society of Civil Engineers
    Abstract: An approximate method for determining the seismic base shear of high‐rise building structures on the basis of the preliminary design information is presented. The method is based on the generalized representation of the ...
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    Behavior of Curtailed Wall‐Frame Structures 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Marie‐José Nollet; Bryan Stafford Smith
    Publisher: American Society of Civil Engineers
    Abstract: The lateral load resistance of tall wall‐frame building structures comprising a combination of moment‐resisting frames and shear walls that are reduced in size or terminated entirely at intermediate heights is investigated. ...
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    Assessment of Translational-Torsional Coupling in Asymmetric Uniform Wall-Frame Structures 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Young-Soo Yoon; Bryan Stafford Smith
    Publisher: American Society of Civil Engineers
    Abstract: A method to predict the degree of translational-torsional coupling of mixed-bent-type multistory building structures subject to dynamic loading is presented. The method is based on the treatment of nonproportionate structures ...
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    Generalized Method for Estimating Drift in High‐Rise Structures 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Bryan Stafford Smith; M. Kuster; Johannes Christinus Dorotheas Hoenderkainp
    Publisher: American Society of Civil Engineers
    Abstract: An approximate method for estimating the drift of multi‐bent structures is presented. Structures that are singly or doubly symmetrical in plan and comprising any combination of shear walls, coupled walls, rigid frames and ...
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