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    Sustainable Earthquake-Resisting System

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author:
    Mark Grigorian
    ,
    Carl E. Grigorian
    DOI: 10.1061/(ASCE)ST.1943-541X.0001900
    Publisher: American Society of Civil Engineers
    Abstract: A new design philosophy that leads to efficient earthquake-resisting systems is presented. Commercially available technologies are used to propose an archetype that is capable of damage control, elimination or reduction of residual stresses, collapse prevention (CP), and postearthquake realignment and repairs (PERR). The new approach was inspired by the current state of knowledge and the need to develop sustainable earthquake-resisting systems. As a result, design-led analysis (DLA) was synthesized to develop repairable, earthquake-resistant rocking wall-moment frames (RWMFs). DLA is a displacement-based method of approach with built-in results. Explicit conditions for structural sustainability, CP, and PERR have been developed. The proposed formulae embrace the entire spectrum of seismic response, starting from zero loading to incipient collapse and from incipient collapse to full recovery. A number of generic details have been developed to support the expected performances. The proposed solutions are exact within the bounds of the theoretical assumptions and are ideally suited for preliminary design purposes.
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      Sustainable Earthquake-Resisting System

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    contributor authorMark Grigorian
    contributor authorCarl E. Grigorian
    date accessioned2017-12-30T13:01:10Z
    date available2017-12-30T13:01:10Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0001900.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244582
    description abstractA new design philosophy that leads to efficient earthquake-resisting systems is presented. Commercially available technologies are used to propose an archetype that is capable of damage control, elimination or reduction of residual stresses, collapse prevention (CP), and postearthquake realignment and repairs (PERR). The new approach was inspired by the current state of knowledge and the need to develop sustainable earthquake-resisting systems. As a result, design-led analysis (DLA) was synthesized to develop repairable, earthquake-resistant rocking wall-moment frames (RWMFs). DLA is a displacement-based method of approach with built-in results. Explicit conditions for structural sustainability, CP, and PERR have been developed. The proposed formulae embrace the entire spectrum of seismic response, starting from zero loading to incipient collapse and from incipient collapse to full recovery. A number of generic details have been developed to support the expected performances. The proposed solutions are exact within the bounds of the theoretical assumptions and are ideally suited for preliminary design purposes.
    publisherAmerican Society of Civil Engineers
    titleSustainable Earthquake-Resisting System
    typeJournal Paper
    journal volume144
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001900
    page04017199
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    contenttypeFulltext
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