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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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摘要

The seismic risk is one of biggest challenges for civil engineers, and a number of mitigationrnstrategies have been developed in time with reference to existing or new buildings. Nowadays, refinedrntechniques based either on structural reinforcement or seismic isolation exist to protect new and existingrnstructures from seismic shaking. This paper presents some results of a research activity in progress at thernUniversity of Napoli Federico II (Italy), aimed to check the effectiveness of an innovative approach forrnreducing the seismic risk by using soft grouting mixtures installed at an optimum depth in the foundationrnsoil. The basic idea is that a thin grouted layer, with a dynamic impedance much smaller than that of thernsurrounding soil, will filter most of the seismic ground motion, with very little energy being transmittedrnto the overlying soil. The effectiveness of the insertion of a soft grouted layer in the range of frequencyrnaffecting the response of squat buildings was numerically tested via a parametric analyses, with referencernto 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,并且已经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隔震的改进技术,以保护新的和现有的结构免受地震震动的影响。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,该研究活动旨在通过使用安装在基础土壤中最佳深度的软浆混合物来检验减少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,它将过滤大部分地震地面运动,而只有极少的能量传递到上覆的土壤中。通过参数分析,以简化的一维方案为参数,对在影响深蹲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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