YaBeSH Engineering and Technology Library

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

    North American and British Long‐Span Bridge Loads

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author:
    Peter G. Buckland
    DOI: 10.1061/(ASCE)0733-9445(1991)117:10(2972)
    Publisher: American Society of Civil Engineers
    Abstract: For many years, major bridges have been built without the designers having any specific basis for the traffic loads used in the design. Traffic loads are compared between codes in the United Kingdom, which has the longest span in the world, and in the United States, which has the second and third longest. Recent studies in the United States, Canada, and the United Kingdom have resulted in major changes to recommended long‐span bridge‐design loads. These, too, are compared. Multiple‐lane loading and impact are also discussed. The current British loading is similar to, but heavier than, the loading recommended by the ASCE Committee on Loads and Forces on Bridges.
    • Download: (1.220Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      North American and British Long‐Span Bridge Loads

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/30978
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorPeter G. Buckland
    date accessioned2017-05-08T20:53:57Z
    date available2017-05-08T20:53:57Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A10%282972%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30978
    description abstractFor many years, major bridges have been built without the designers having any specific basis for the traffic loads used in the design. Traffic loads are compared between codes in the United Kingdom, which has the longest span in the world, and in the United States, which has the second and third longest. Recent studies in the United States, Canada, and the United Kingdom have resulted in major changes to recommended long‐span bridge‐design loads. These, too, are compared. Multiple‐lane loading and impact are also discussed. The current British loading is similar to, but heavier than, the loading recommended by the ASCE Committee on Loads and Forces on Bridges.
    publisherAmerican Society of Civil Engineers
    titleNorth American and British Long‐Span Bridge Loads
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:10(2972)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    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