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Seismic isolation and site effects, an inter-disciplinary investigation at the seismic test site INCERC, Bucharest, Romania

机译:地震隔离和现场效果,在地震检验场地,布加勒斯特,罗马尼亚的跨学科调查

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The Collaborative Research Center 461 (CRC 461) Strong Earthquakes: A Challenge for Geosciences and Civil Engineering (Germany) and the Romanian Group for Strong Vrancea Earthquakes (RGVE) work on a multidisciplinary attempt towards the mitigation of the impact of the next strong Vrancea earthquake (Romania). The recently installed Multidisciplinary Seismic Test Site INCERC (MSTS) located in the eastern part of Bucharest serves as focus to study the entire sequence relevant in engineering seismology including structural dynamics, seismology, soil mechanics, and engineering geology. Within this co-operation, the complete chain for seismic hazard and seismic risk analysis and can be checked and verified. For this purpose a base isolated test building was constructed, where acceleration will be measured at the base and at the top. Additionally, free field accelerometers in various depths were installed. Thus, free field accelerations and the response of the test building can be measured simultaneously. One of mainly objectives, among others, is to investigate the complete dynamic system, incorporating the base isolated test building and the soil, under seismic loading. Geotechnical parameters which will be available to a depth of 180 m ensure that the soil response incorporating the seismic behaviour of rubber bearings can be computationally studied with Finite Element methods (FEM). These simulations include constitutive laws describing non-linear behaviour of rubber and soil material under cyclic loading.
机译:合作研究中心461(CRC 461)强震:一个挑战地球科学与工程(德国)和罗马尼亚集团强大的弗朗恰地震(RGVE)对朝下一强弗朗恰地震的影响,缓解了多学科的尝试工作(罗马尼亚)。最近安装的多学科地震试验场位于布加勒斯特东部INCERC(MSTS)作为重点来研究相关的工程地震,包括结构动力学,地震学,土力学,工程地质整个序列。在这种合作,为地震灾害和地震危险性分析和完整的链条,可以检查和核实。用于此目的的碱分离测试建筑构造,其中,加速度将在基座和顶部来测量。此外,在不同深度的自由场加速度计被安装。因此,自由场加速度和测试建筑物的响应可以被同时测量。其中一个主要目标,除其他外,是调查的完整动力系统,结合基础隔震试验大楼和土壤,地震荷载作用下。岩土参数,其将提供给180米的深度确保结合的橡胶轴承的抗震性能土壤响应可以用有限元方法(FEM)在计算上被研究。这些模拟包括描述循环荷载下橡胶和土壤材料的非线性行为本构关系。

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