YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • 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

    Seismic Response Modification Factors for Reinforced Masonry Structural Walls

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 002
    Author:
    Marwan T. Shedid
    ,
    Wael W. El-Dakhakhni
    ,
    Robert G. Drysdale
    DOI: 10.1061/(ASCE)CF.1943-5509.0000144
    Publisher: American Society of Civil Engineers
    Abstract: The current North American design standards provide seismic force modification factors for the rectangular masonry structural walls category only; no similar provisions for flanged and end-confined masonry structural walls exist. This study demonstrates that seismic force reduction factor (
    • Download: (632.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Seismic Response Modification Factors for Reinforced Masonry Structural Walls

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/57736
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorMarwan T. Shedid
    contributor authorWael W. El-Dakhakhni
    contributor authorRobert G. Drysdale
    date accessioned2017-05-08T21:37:22Z
    date available2017-05-08T21:37:22Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29cf%2E1943-5509%2E0000147.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57736
    description abstractThe current North American design standards provide seismic force modification factors for the rectangular masonry structural walls category only; no similar provisions for flanged and end-confined masonry structural walls exist. This study demonstrates that seismic force reduction factor (
    publisherAmerican Society of Civil Engineers
    titleSeismic Response Modification Factors for Reinforced Masonry Structural Walls
    typeJournal Paper
    journal volume25
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000144
    treeJournal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 002
    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