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An innovative approach for reducing the seismic risk of existing buildings and historic sites

机译:减少现有建筑物和历史遗迹的地震风险的创新方法

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The seismic risk is one of biggest challenges for civil engineers, and a number of mitigation strategies have been developed in time with reference to existing or new buildings. Nowadays, refined techniques based either on structural reinforcement or seismic isolation exist to protect new and existing structures from seismic shaking. This paper presents some results of a research activity in progress at the University of Napoli Federico II (Italy), aimed to check the effectiveness of an innovative approach for reducing the seismic risk by using soft grouting mixtures installed at an optimum depth in the foundation soil. The basic idea is that a thin grouted layer, with a dynamic impedance much smaller than that of the surrounding soil, will filter most of the seismic ground motion, with very little energy being transmitted to the overlying soil. The effectiveness of the insertion of a soft grouted layer in the range of frequency affecting the response of squat buildings was numerically tested via a parametric analyses, with reference to a simplified one-dimensional scheme.
机译:地震风险是土木工程师面临的最大挑战之一,并且已针对现有或新建筑物及时制定了许多缓解策略。如今,存在基于结构加固或地震隔离的改进技术,以保护新的和现有的结构免受地震震动。本文介绍了那不勒斯费德里科二世大学(意大利)正在进行的一项研究活动的一些结果,该研究旨在检验通过使用以最佳深度安装在基础土壤中的软灌浆混合物来降低地震风险的创新方法的有效性。基本思想是,薄的灌浆层的动阻抗远小于周围土壤的动阻抗,它将过滤掉大部分地震地震动,而只有极少的能量传递到上覆的土壤。参照简化的一维方案,通过参数分析,对在影响蹲式建筑物响应的频率范围内插入软灌浆层的有效性进行了数值测试。

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