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    Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author:
    John W. van de Lindt
    ,
    Pouria Bahmani
    ,
    Gary Mochizuki
    ,
    Steven E. Pryor
    ,
    Mikhail Gershfeld
    ,
    Jingjing Tian
    ,
    Michael D. Symans
    ,
    Douglas Rammer
    DOI: 10.1061/(ASCE)ST.1943-541X.0001206
    Publisher: American Society of Civil Engineers
    Abstract: Soft-story wood-frame buildings have been recognized as a disaster preparedness problem for decades. The majority of these buildings were constructed from the 1920s to the 1960s and are prone to collapse during moderate to large earthquakes due to a characteristic deficiency in strength and stiffness in their first story. In order to propose and validate retrofit methods for these at-risk buildings, a full-scale four-story soft-story wood-frame building was constructed, retrofitted, and subjected to ground motions of various intensities. The tests were conducted to validate retrofit guidelines proposed in a “Federal Emergency Management Agency’s recent soft-story seismic retrofit guideline for wood buildings” and a performance-based seismic retrofit (PBSR) methodology developed as part of the NEES-Soft project. This paper is the second in a set of companion papers and presents the full-scale shake table test results using the two new approaches. The companion paper to this paper presents the design philosophies, design details, and numerical analysis of the retrofitted building for each of the four retrofits.
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      Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4244348
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    contributor authorJohn W. van de Lindt
    contributor authorPouria Bahmani
    contributor authorGary Mochizuki
    contributor authorSteven E. Pryor
    contributor authorMikhail Gershfeld
    contributor authorJingjing Tian
    contributor authorMichael D. Symans
    contributor authorDouglas Rammer
    date accessioned2017-12-30T12:59:56Z
    date available2017-12-30T12:59:56Z
    date issued2016
    identifier other%28ASCE%29ST.1943-541X.0001206.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244348
    description abstractSoft-story wood-frame buildings have been recognized as a disaster preparedness problem for decades. The majority of these buildings were constructed from the 1920s to the 1960s and are prone to collapse during moderate to large earthquakes due to a characteristic deficiency in strength and stiffness in their first story. In order to propose and validate retrofit methods for these at-risk buildings, a full-scale four-story soft-story wood-frame building was constructed, retrofitted, and subjected to ground motions of various intensities. The tests were conducted to validate retrofit guidelines proposed in a “Federal Emergency Management Agency’s recent soft-story seismic retrofit guideline for wood buildings” and a performance-based seismic retrofit (PBSR) methodology developed as part of the NEES-Soft project. This paper is the second in a set of companion papers and presents the full-scale shake table test results using the two new approaches. The companion paper to this paper presents the design philosophies, design details, and numerical analysis of the retrofitted building for each of the four retrofits.
    publisherAmerican Society of Civil Engineers
    titleExperimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001206
    pageE4014004
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    contenttypeFulltext
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