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机译:基于性能的自适应地震余震风险评估框架
Department of Structures for Engineering and Architecture, University of Naples Federico Ⅱ, Naples, Italy;
Department of Structures for Engineering and Architecture, University of Naples Federico Ⅱ, Via Claudio 21, 80125 Naples, Italy;
Department of Structures for Engineering and Architecture, University of Naples Federico Ⅱ, Naples, Italy;
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Rome, Italy;
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Rome, Italy;
Department of Structures for Engineering and Architecture, University of Naples Federico Ⅱ, Naples, Italy;
Department of Structures for Engineering and Architecture, University of Naples Federico Ⅱ, Naples, Italy;
aftershock; time-dependent reliability; seismic risk; nonlinear dynamic analysis; ETAS model;
机译:基于性能的概率框架用于钢筋混凝土结构的地震风险,弹性和可持续性评估
机译:基于风险的钢筋混凝土框架余震和主震-余震抗震性能评估
机译:基于周期伸长的余震序列可操作评估钢筋混凝土建筑物地震易损性变化的框架
机译:在基于性能的地震工程中考虑主震-余震序列
机译:将地震余震风险整合到基于性能的地震设计中的方法和应用
机译:通过地基雷达干涉法监测土坝的策略:如何提取有用信息以进行地震风险评估
机译:基于性能的设计作为降低风险的策略:在复合钢混凝土框架地震风险评估中的应用