• 地震學報:英文版 · 2019年第3期157-169,共13頁

    Cumulative damage effects of mainshock-aftershock sequences on RC-frame structures

    作者:Lingxin Zhang,Baijie Zhu,Yunqin Xue,Jialu Ma

    摘要:Frequent aftershocks often follow a strong mainshock.They can significantly increase cumulative damage to a structure.A model of a five-story reinforced concrete frame structure was designed and a nonlinear mathematical model of the structure was developed to investigate the damage states resulting from different mainshock-aftershock sequences.Mainshock-aftershock sequences consisting of one of three recorded mainshocks combined with one of five recorded aftershocks were created for input to the mathematical model.Inelastic energy dissipation and the Park-Ang damage index were used as measures of cumulative damage to the structure.The results demonstrate that consideration of only the single mainshock ground motion in seismic building design can result in the design and construction of unsafe buildings.Total cumulative damage to a structure is caused by the combination of damage states resulting from the mainshock and the aftershock(s).

    發文機構:Institute of Engineering Mechanics Key Laboratory of Earthquake Engineering and Engineering Vibration Country Garden Holdings Company Limited Xinxiang 453000

    關鍵詞:mainshock-aftershockRCframecumulativedamagePark-Angdamageindexinelasticenergydissipation

    分類號: P31[天文地球—固體地球物理學]

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