YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 10

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Effect of Vehicle Velocity on the Dynamic Amplification of Two Vehicles Crossing a Simply Supported Bridge 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): Sean P. Brady; Eugene J. O'Brien
    Publisher: American Society of Civil Engineers
    Abstract: The effect of multiple vehicles on a bridge’s dynamic amplification is a complex problem. Previously writers have examined multiple vehicle presence by constructing elaborate finite element models or undertaking field ...
    Request PDF

    Importance of the Tail in Truck Weight Modeling for Bridge Assessment 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 002
    Author(s): Eugene J. OBrien; Bernard Enright; Abraham Getachew
    Publisher: American Society of Civil Engineers
    Abstract: To predict characteristic extreme traffic load effects, simulations are sometimes performed of bridge loading events. To generalize the truck weight data, statistical distributions are fitted to histograms of weight ...
    Request PDF

    Bridge Damage and Repair Detection Using an Instrumented Train 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 003:;page 05021018
    Author(s): E. Alexandra Micu; Eugene J. OBrien; Cathal Bowe; Paul Fitzgerald; Vikram Pakrashi
    Publisher: ASCE
    Abstract: The static and dynamic effects of a railway bridge subjected to train loads have been investigated and analyzed to assess its condition. This paper investigates the potential of using repeated dynamic measurements taken ...
    Request PDF

    Bridge Damage Identification Using Rotation Measurement 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 005:;page 04023015-1
    Author(s): Longwei Zhang; Eugene J. OBrien; Donya Hajializadeh; Lu Deng; Shiding Yin
    Publisher: ASCE
    Abstract: This paper proposes a novel bridge damage identification methodology using simulated rotation measurements. To illustrate the concept, a numerical 1D beam model subject to a one-axle moving vehicle model is presented. ...
    Request PDF

    Bridge Weigh-in-Motion Algorithms Based on the Field Calibrated Simulation Model 

    Source: Journal of Infrastructure Systems:;2017:;Volume ( 023 ):;issue: 001
    Author(s): Zhisong Zhao; Nasim Uddin; Eugene J. O’Brien
    Publisher: American Society of Civil Engineers
    Abstract: Most of the commercially available bridge weigh-in-motion (B-WIM) systems are based on an algorithm developed by Moses. The performance of this method was generally acceptable for estimating gross vehicle weight (GVW) but ...
    Request PDF

    Effect of Vehicle Velocity on the Dynamic Amplification of a Vehicle Crossing a Simply Supported Bridge 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): Sean P. Brady; Eugene J. O'Brien; Aleš Žnidarič
    Publisher: American Society of Civil Engineers
    Abstract: Many writers, using both experimental tests and complex numerical models, have examined the effect of vehicle velocity on a highway bridge’s dynamic amplification. Although these tests and models give valuable quantitative ...
    Request PDF

    Virtual Axle Method for Bridge Weigh-in-Motion Systems Requiring No Axle Detector 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 009
    Author(s): Wei He; Tianyang Ling; Eugene J. OBrien; Lu Deng
    Publisher: American Society of Civil Engineers
    Abstract: Bridge weigh-in-motion (BWIM) systems provide an effective approach to identifying the axle and gross vehicle weights of vehicles as they travel over an instrumented bridge. For the majority of BWIM systems, the vehicle ...
    Request PDF

    Developing Digital Twins to Characterize Bridge Behavior Using Measurements Taken under Random Traffic 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 001:;page 04021101
    Author(s): Hua Zhao; Chengjun Tan; Eugene J. OBrien; Bin Zhang; Nasim Uddin; Hongjie Guo
    Publisher: ASCE
    Abstract: This paper presents a method of developing digital twins (DTs) of road bridges directly from field measurements taken under random traffic loading. In a physics-based approach, the full three-dimensional behavior of the ...
    Request PDF

    Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Abdollah Malekjafarian; Chul-Woo Kim; Eugene J. OBrien; Luke J. Prendergast; Paul C. Fitzgerald; Syunsuke Nakajima
    Publisher: ASCE
    Abstract: This paper experimentally investigates a vibration-based scour monitoring approach applicable to bridges with multiple simply supported spans on shallow foundations. A monitoring strategy based on the relative changes in ...
    Request PDF

    Extraction of Bridge Modal Parameters Using Passing Vehicle Response 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 009
    Author(s): Chengjun Tan; Nasim Uddin; Eugene J. OBrien; Patrick J. McGetrick; Chul-Woo Kim
    Publisher: American Society of Civil Engineers
    Abstract: Bridge modal parameters play an important role in bridge engineering; they can serve as useful indices for many applications, such as numerical mode calibration and updating, and bridge structural health monitoring (SHM). ...
    Request PDF
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian