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    Discussion of “<i>Normalizing Inelastic Seismic Response of Structures Having Eccentricities in Plan</i>” by Michel Bruneau and Stephen A. Mahin (December, 1990, Vol. 116, No. 12) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Adrian M. Chandler; Xiao N. Duan
    Publisher: American Society of Civil Engineers
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    Period‐Dependent Effects in Seismic Torsional Response of Code Systems 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Adrian M. Chandler; Joseph C. Correnza; Graham L. Hutchinson
    Publisher: American Society of Civil Engineers
    Abstract: The primary objective of code torsional provisions is to limit to acceptable levels the element ductility demands and deformations in plan‐eccentric structural systems. Such levels are determined from well‐established ...
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    Seismic Torsional Provisions: Influence on Element Energy Dissipation 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Adrian M. Chandler; Joseph C. Correnza; Graham L. Hutchinson
    Publisher: American Society of Civil Engineers
    Abstract: Code torsional provisions primarily aim to limit the additional response of lateral load-resisting elements arising from plan eccentricity. Intensive research has addressed this issue exclusively by evaluating additional ...
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    Lateral Behavior of Plasterboard-Clad Residential Steel Frames 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Emad F. Gad; Adrian M. Chandler; Colin F. Duffield; Graeme Stark
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a detailed investigation into the contribution of plasterboard to the lateral resistance of cold-formed steel-framed residential structures. It details the development of a finite-element model for ...
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