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    Closure to “<i>Effect of Design Seismic Loads on a Highway Bridge</i>” by Mehdi Saiidi and Bruce M. Douglas (November, 1984, Vol. 110, No. 11) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Mehdi Saiidi; Bruce M. Douglas
    Publisher: American Society of Civil Engineers
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    Effect of Design Seismic Loads on a Highway Bridge 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Mehdi Saiidi; Bruce M. Douglas
    Publisher: American Society of Civil Engineers
    Abstract: The measured and calculated response of a five‐span reinforced concrete highway bridge subjected to static lateral loads is presented. The experimental studies included nondestructive static tests of the bridge loaded by ...
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    Static Deformations of Bridges From Quick‐Release Dynamic Experiments 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Bruce M. Douglas; Emmanuel A. Maragakis; Bhabananda Nath
    Publisher: American Society of Civil Engineers
    Abstract: This paper illustrates the application of a new method for performing baseline corrections on accelerograms generated by the quick‐release method. These accelerograms are produced when highway bridges are subjected to ...
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    Full-Scale Field Failure Tests of Railway Bridge 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 005
    Author(s): Emmanuel “Manos” Maragakis; Bruce M. Douglas; Qingbin Chen
    Publisher: American Society of Civil Engineers
    Abstract: Full-scale ultimate load tests were conducted in March 1995 on the bearings of the Strawberry Park Bridge, a two-span, 45 m (148 ft) long ballasted railway bridge typical of many such bridges around the country. The bridge, ...
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