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    Wind Induced Lateral‐Torsional Motion of Buildings 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Andrew Tallin; Bruce Ellingwood
    Publisher: American Society of Civil Engineers
    Abstract: Fluctuating wind forces on tall buildings can cause excessive building motion that may be disturbing to the occupants. A method to relate dynamic alongwind, acrosswind, and torsional forces acting on square isolated buildings ...
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    Structural Load Estimates from Geographically Sparse Data 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Andrew Tallin; Bruce Ellingwood
    Publisher: American Society of Civil Engineers
    Abstract: Structural engineers often must estimate wind or snow loads at a building site using data from weather stations some distance from the site. This paper describes how design loads at a site can be estimated using moving ...
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    Structural Serviceability: Floor Vibrations 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Brace Ellingwood; Andrew Tallin
    Publisher: American Society of Civil Engineers
    Abstract: Floor vibrations arising from normal human activity may affect the serviceability of modern building structures, which are becoming lighter and more flexible. Existing serviceability criteria for floors are reviewed in the ...
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    Serviceability Limit States: Wind Induced Vibrations 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Andrew Tallin; Bruce Ellingwood
    Publisher: American Society of Civil Engineers
    Abstract: Modern buildings that satisfy current design guidelines for maximum static lateral drift still may vibrate excessively during windstorms to the point where the motion disturbs the building occupants. Static lateral drift ...
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    Limit States Criteria for Masonry Construction 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Bruce Ellingwood; Andrew Tallin
    Publisher: American Society of Civil Engineers
    Abstract: Specifications for masonry and other construction materials are expected to move gradually over the next several years toward the adoption of probability‐based limit states criteria for design. This paper illustrates how ...
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    Closure to “<i>Structural Serviceability: Floor Vibrations</i>” by Bruce Ellingwood and Andrew Tallin (February, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Bruce Ellingwood; Andrew Tallin
    Publisher: American Society of Civil Engineers
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