OALib Journal期刊
木结构古建筑地震灾害风险评估
, PP. 16-21
Keywords: 木结构古建筑 ,风险评估 ,易损性曲线
Abstract:
针对木结构古建筑的典型代表――西安钟楼,以PGA为地震动强度指标,层间位移角为结构响应指标,结合木结构抗震能力建立了该结构的易损性曲线;再根据木结构古建筑所在场地的地震危险性,结合古建筑地震损失相关研究,为木结构古建筑地震风险评估提出了一种特定的方法.
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