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    Structural Performance and Wind Speed‐Damage Correlation in Hurricane Alicia 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the performance of buildings and other constructed facilities in the Houston‐Galveston area during Hurricane Alicia on August 18, 1983. Records obtained from 17 anemometer sites in the Houston‐Galveston ...
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    Lateral‐Torsional Motion of Tall Buildings to Wind Loads 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: The lateral‐torsional motion of tall buildings is investigated. For a square cross‐section building, expressions for the alongwind, acrosswind and torsional loading are developed through the use of spatio‐temporal fluctuations ...
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    Performance of Cladding in Hurricane Alicia 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: The performance of building cladding in the Houston‐Galveston area during Hurricane Alicia is described. Following an overview of the damage based on the observations made by the writer, various possible mechanisms of ...
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    Closure to “<i>Acrosswind Response of Buildings</i>” by Ahsan Kareem (April, 1982) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Structural Performance and Wind Speed‐Damage Correlation In Hurricane Alicia</i>” by Ashan Kareem (December, 1985, Vol. 111, No. 12) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
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    Synthesis of Fluctuating along Wind Loads on Buildings 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: Measurements of spatio-temporal pressure fluctuations on the windward and leeward faces of a typical tall building model exposed to simulated suburban flow conditions are reported. These results are utilized to examine the ...
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    Mapping and Synthesis of Random Pressure Fields 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: A treatment of the mapping and synthesis of random pressure fields is presented that highlights the concepts of point, spatially and/or temporally averaged random pressure fluctuations in the context of local or integral ...
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    Nonlinear Wind Velocity Term and Response of Compliant Offshore Structures 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: The contribution of the nonlinear wind velocity term to the wind induced dynamic response of compliant offshore structures, e.g., a tension leg platform is evaluated. The analysis is carried out both in time and frequency ...
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    Dynamic Mode Decomposition of Random Pressure Fields over Bluff Bodies 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 004:;page 04021007-1
    Author(s): Xihaier Luo; Ahsan Kareem
    Publisher: ASCE
    Abstract: Fluctuating surface pressures on a bluff body exposed to a boundary layer flow generally are characterized as a spatiotemporally varying random field. In this paper, a dynamic mode decomposition (DMD) was applied to extract ...
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    Efficacy of Tuned Mass Dampers for Bridge Flutter Control 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Xinzhong Chen; Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines efficacy of tuned mass dampers (TMD) in controlling self-excited motion resulting from negative damping. New optimal TMD parameters are suggested which provide better performance than those suggested ...
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