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    Motion Stability of Long‐Span Bridges under Gusty Winds 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author(s): George Tsiatas; Partha P. Sarkar
    Publisher: American Society of Civil Engineers
    Abstract: The effects of spanwise wind‐velocity correlation and turbulence intensity on the coupled vertical‐torsional response of long‐span suspension bridges are studied. Turbulence is accounted for in the self‐excited loads that ...
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    Closure to “<i>Motion Stability of Long‐Span Bridges Under Gusty Winds</i>” by George Tsiatas and Partha P. Sarkar (February, 1988, Vol. 114, No. 2) 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 010
    Author(s): George Tsiatas; Partha P. Sarkar
    Publisher: American Society of Civil Engineers
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    Torsional Response of Long Span Bridges in Presence of Turbulence 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
    Author(s): George Tsiatas; Dario A. Gasparini
    Publisher: American Society of Civil Engineers
    Abstract: The effects of spanwise wind correlation and turbulence intensity on the stability of the torsional response of long span bridges are studied. An aerodynamic coefficient model is used for the self‐excited forces. Wind ...
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    Optimal Linearization of Morison‐Type Wave Loading 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Sau‐Lon James Hu; George Tsiatas; James E. McGrath
    Publisher: American Society of Civil Engineers
    Abstract: The linearization of Morison‐type wave loading is to replace
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