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    Seismic Response Modification Factors

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Andrew Whittaker
    ,
    Gary Hart
    ,
    Christopher Rojahn
    DOI: 10.1061/(ASCE)0733-9445(1999)125:4(438)
    Publisher: American Society of Civil Engineers
    Abstract: The response modification factor plays a key role in the seismic design of new buildings in the United States. To date, the values assigned to this factor are based on engineering judgment and have little sound technical basis. Any improvement in the reliability of modern earthquake-resistant buildings in the United States will require the systematic evaluation of the building response characteristics that most affect the values assigned to the factor. To this end, a draft formulation that represents the response modification factor as the product of factors related to reserve strength, ductility, and redundancy is presented in the paper. Pertinent data from various analytical and experimental studies on reserve strength and ductility are also presented.
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      Seismic Response Modification Factors

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/71610
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    • Journal of Structural Engineering

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    contributor authorAndrew Whittaker
    contributor authorGary Hart
    contributor authorChristopher Rojahn
    date accessioned2017-05-08T22:06:49Z
    date available2017-05-08T22:06:49Z
    date copyrightApril 1999
    date issued1999
    identifier other28939943.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71610
    description abstractThe response modification factor plays a key role in the seismic design of new buildings in the United States. To date, the values assigned to this factor are based on engineering judgment and have little sound technical basis. Any improvement in the reliability of modern earthquake-resistant buildings in the United States will require the systematic evaluation of the building response characteristics that most affect the values assigned to the factor. To this end, a draft formulation that represents the response modification factor as the product of factors related to reserve strength, ductility, and redundancy is presented in the paper. Pertinent data from various analytical and experimental studies on reserve strength and ductility are also presented.
    publisherAmerican Society of Civil Engineers
    titleSeismic Response Modification Factors
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:4(438)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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