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    ISDP: Integrated Approach to Seismic Design of Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): William C. Stone; Andrew W. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: Limitations of present procedures for the design of reinforced concrete structures to withstand seismic loads are discussed. An integrated seismic design procedure (ISDP) is proposed, the main features of which are (1) The ...
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    Fatigue of Steel‐Reinforced Elastomeric Bearings 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Charles W. Roeder; John F. Stanton; Andrew W. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue is an important design criterion for elastomeric bearings, but it is not well understood. This paper examines the design methods currently in use for controlling fatigue. Twenty‐six fatigue tests were performed to ...
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    Stability of Laminated Elastomeric Bearings 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 006
    Author(s): John F. Stanton; Glen Scroggins; Andrew W. Taylor; Charles W. Roeder
    Publisher: American Society of Civil Engineers
    Abstract: Steel‐laminated elastomeric bearings are widely used in bridges. In order to impose the smallest possible force on the substructure, the bearing should have the smallest plan dimensions and the greatest height possible. ...
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