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    End Connection Effects on Vortex Shedding Susceptibility of Welded Aluminum Truss Tubular Web Members 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 005
    Author(s): Jennifer A. Rice; James M. LaFave; Christopher H. Mehuys
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments and analyses have been conducted to assess the vulnerability of hollow circular web members in welded aluminum sign truss structures to wind-induced resonant vibrations. Results from nondestructive ...
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    Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): A. B. M. Abdullah; Jennifer A. Rice; H. R. Hamilton; Gary R. Consolazio
    Publisher: American Society of Civil Engineers
    Abstract: The development of corrosion as a result of tendon exposure to moisture or corrosive media often leads to wire fractures. Such fractures in unbonded tendons are expected to induce global strand and anchor response through ...
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    Comparison of Visual Inspection and Structural-Health Monitoring As Bridge Condition Assessment Methods 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Duzgun Agdas; Jennifer A. Rice; Justin R. Martinez; Ivan R. Lasa
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a research project aimed at examining the capabilities and challenges of two distinct but not mutually exclusive approaches to in-service bridge assessment: visual inspection and installed ...
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    Comparison of Visual Inspection and Structural-Health Monitoring As Bridge Condition Assessment Methods 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Duzgun Agdas; Jennifer A. Rice; Justin R. Martinez; Ivan R. Lasa
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a research project aimed at examining the capabilities and challenges of two distinct but not mutually exclusive approaches to in-service bridge assessment: visual inspection and installed ...
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    Passive Vibration Mitigation for Highway Sign Trusses Susceptible to Wind-Induced Vibrations 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 006
    Author(s): Jennifer A. Rice; James M. LaFave; Douglas A. Foutch; A. B. M. Abdullah
    Publisher: American Society of Civil Engineers
    Abstract: Stockbridge-type tuned-mass dampers are commonly used in highway sign and traffic signal support structures throughout the U.S. to reduce wind-induced and truck gust–induced vibrations. Effectiveness of these dampers in ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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