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    Cast Modular Panel Zone Node for Steel Special Moment Frames. I: Analytical Development

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author:
    Robert B. Fleischman
    ,
    Xuejun Li
    ,
    Yong Pan
    ,
    Ali Sumer
    DOI: 10.1061/(ASCE)0733-9445(2007)133:10(1393)
    Publisher: American Society of Civil Engineers
    Abstract: A panel zone dissipator modular node (PZ-MN) has been developed for use in seismic-resistant steel moment frames. The PZ-MN is configured directly for optimal seismic performance through a casting process. The PZ-MN dissipates energy through stable yielding of the panel zone. This objective is accomplished by mitigating the effects of panel zone distortion on surrounding members and connections. Field welds are removed from critical cross sections and demands are redirected in noncritical paths. A cast piece easily accommodates the geometries and features to meet this objective. The PZ-MN was developed through a comprehensive analytical research program and verified through full-scale experimentation. This paper describes the analytical development stage. Investigation of trial configurations, key parameters, and enhancements resulted in a prototype design for the PZ-MN. The PZ-MN prototype shows the potential for excellent seismic performance, including under the combined effects of lateral and gravity load. This performance is experimentally verified in a companion paper.
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      Cast Modular Panel Zone Node for Steel Special Moment Frames. I: Analytical Development

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34913
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    contributor authorRobert B. Fleischman
    contributor authorXuejun Li
    contributor authorYong Pan
    contributor authorAli Sumer
    date accessioned2017-05-08T21:00:02Z
    date available2017-05-08T21:00:02Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A10%281393%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34913
    description abstractA panel zone dissipator modular node (PZ-MN) has been developed for use in seismic-resistant steel moment frames. The PZ-MN is configured directly for optimal seismic performance through a casting process. The PZ-MN dissipates energy through stable yielding of the panel zone. This objective is accomplished by mitigating the effects of panel zone distortion on surrounding members and connections. Field welds are removed from critical cross sections and demands are redirected in noncritical paths. A cast piece easily accommodates the geometries and features to meet this objective. The PZ-MN was developed through a comprehensive analytical research program and verified through full-scale experimentation. This paper describes the analytical development stage. Investigation of trial configurations, key parameters, and enhancements resulted in a prototype design for the PZ-MN. The PZ-MN prototype shows the potential for excellent seismic performance, including under the combined effects of lateral and gravity load. This performance is experimentally verified in a companion paper.
    publisherAmerican Society of Civil Engineers
    titleCast Modular Panel Zone Node for Steel Special Moment Frames. I: Analytical Development
    typeJournal Paper
    journal volume133
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:10(1393)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 010
    contenttypeFulltext
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