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    Discussion of “<i>Snap‐Through and Bifurcation in a Simple Structure</i>” by D. A. Pecknold, J. Ghaboussi, and T. J. Healey (July, 1985, Vol. 111, No. 7) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Dryver R. Huston
    Publisher: American Society of Civil Engineers
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    Modal Identification of Cable‐Stayed Pedestrian Bridge 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Mack G. Gardner‐Morse; Dryver R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: The vibrations of a cable‐stayed pedestrian bridge are measured and compared with a numerical model, and used to produce improved estimates of the structural properties. Fourteen deck modes with frequencies under 16 Hz ...
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    Erratum: 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Mack G. Gardner‐Morse; Dryver R. Huston
    Publisher: American Society of Civil Engineers
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    Geotechnical Properties of Fillite&#x2014;Simulant for Planetary Rover Mobility Studies 

    Source: Journal of Aerospace Engineering:;2016:;Volume ( 029 ):;issue: 005
    Author(s): Michael B. Edwards; Mandar M. Dewoolkar; Dryver R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: Earthbound testing of the mobility of lunar, Martian, and other extraterrestrial rovers benefits from the use of suitable soil simulants. To this end, a granular material called Fillite was selected as a simulant for ...
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    Observations from Shore Load Measurements during Concrete Construction 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 001
    Author(s): D. V. Rosowsky; T. W. Philbrick, Jr.; Dryver R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: Loads during construction are highly variable and are often far in excess of what might be considered reasonable for purposes of design. While formwork design is still generally the responsibility of the contractor, increased ...
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    Minimum Lateral Stiffness for Equally Spaced Braces in Columns 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Hai‐Yan Zhang; Jean‐Guy Beliveau; Dryver R. Huston
    Publisher: American Society of Civil Engineers
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    Stress Monitoring of Concrete Using Embedded Optical Fiber Sensors 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): Peter L. Fuhr; Dryver R. Huston; Timothy P. Ambrose; Darrell M. Snyder
    Publisher: American Society of Civil Engineers
    Abstract: Fiber‐optic sensors have been deployed successfully in the monitoring of composite structures such as aircraft. At present there is considerable interest in using these sensors to measure the curing, strain, and long‐term ...
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    Evaluating Damage to Vermont Bridges by Hurricane Irene with Multivariate Bridge Inspection and Stream Hydrogeologic Data 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Ian Anderson; John P. Hanley; Donna M. Rizzo; Dryver R. Huston; Mandar M. Dewoolkar
    Publisher: ASCE
    Abstract: The motivation for this study is the damage caused to over 300 long-span bridges in Vermont in 2011 by Tropical Storm Irene, which is part of the Hurricane Irene system. This study of the effects of this single extreme ...
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    Acoustic Emission Sensing for Crack Monitoring in Prefabricated and Prestressed Reinforced Concrete Bridge Girders 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): Robert Worley; Mandar M. Dewoolkar; Tian Xia; Robert Farrell; Daniel Orfeo; Dylan Burns; Dryver R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated and prestressed beams are integral to accelerated bridge construction (ABC) and other construction projects, but concerns exist regarding the development of cracks during curing, form removal, detensioning, ...
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