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    Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/49817


    Title: Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism
    Authors: Hsu,HL;Juang,JL;Chou,CH
    Contributors: 土木工程學系
    Keywords: SEMIRIGID CONNECTIONS;PLATE CONNECTIONS;BEHAVIOR;DESIGN;STRENGTH;SYSTEMS;MEMBERS;MODEL
    Date: 2011
    Issue Date: 2012-03-27 16:17:39 (UTC+8)
    Publisher: 國立中央大學
    Abstract: This study experimentally evaluated the seismic performance of steel knee braced frame structures with energy dissipation mechanism. A series of cyclic load tests were conducted on the steel moment resisting frames and the proposed knee braced frames. Test results validated that the demand in the beam-to-column connection designs was alleviated by the proposed design method. Test results also showed that the strength and stiffness of the proposed design were effectively enhanced. Comparisons in energy dissipation between the steel moment resisting frames and the steel knee braced frames further justified the applicability of the proposed method.
    Relation: STEEL AND COMPOSITE STRUCTURES
    Appears in Collections:[Department of Civil Engineering] journal & Dissertation

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