YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    • 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.

    Archive

    Increasing the Load Capacity of Suspension Bridges

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author:
    Peter G. Buckland
    DOI: 10.1061/(ASCE)1084-0702(2003)8:5(288)
    Publisher: American Society of Civil Engineers
    Abstract: There is a tendency for traffic loads to increase with the passage of time. It is not uncommon, therefore, for bridges to be strengthened and/or widened or sometimes to have lanes or even complete decks added. A few bridges were designed initially with a view to future expansion, such as the George Washington Suspension Bridge, designed to accommodate an extra deck, and the Salazar (now April 25) Bridge, designed to have two train tracks added, but these are exceptions. Suspension bridges behave somewhat differently from other bridge types, and the methods for increasing capacity can also be different. Some ideas are presented of how suspension bridges can be altered to accommodate more load, be it automobile, pedestrian, or even train traffic, and some examples are given. The importance of understanding both structural behavior and structural safety is emphasized.
    • Download: (1.025Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Increasing the Load Capacity of Suspension Bridges

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/50692
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorPeter G. Buckland
    date accessioned2017-05-08T21:25:07Z
    date available2017-05-08T21:25:07Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%291084-0702%282003%298%3A5%28288%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50692
    description abstractThere is a tendency for traffic loads to increase with the passage of time. It is not uncommon, therefore, for bridges to be strengthened and/or widened or sometimes to have lanes or even complete decks added. A few bridges were designed initially with a view to future expansion, such as the George Washington Suspension Bridge, designed to accommodate an extra deck, and the Salazar (now April 25) Bridge, designed to have two train tracks added, but these are exceptions. Suspension bridges behave somewhat differently from other bridge types, and the methods for increasing capacity can also be different. Some ideas are presented of how suspension bridges can be altered to accommodate more load, be it automobile, pedestrian, or even train traffic, and some examples are given. The importance of understanding both structural behavior and structural safety is emphasized.
    publisherAmerican Society of Civil Engineers
    titleIncreasing the Load Capacity of Suspension Bridges
    typeJournal Paper
    journal volume8
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2003)8:5(288)
    treeJournal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 005
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian