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Seismic site characterization for nuclear structures and power plants

机译:核结构和发电厂的地震现场特征

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Seismic site characterization is carried out for the construction of nuclear structures and power plants in earthquake-prone areas to establish the occurrence of severe seismic hazards such as tectonic rupture, surface faulting, large scale liquefaction, sliding and seismic settlement which may alter the overall stability of the site. Seismic characterization is required to finalize the design earthquake parameters including choosing input seismic data. As a part of the investigation, measurements of relevant dynamic parameters both in laboratory and in situ have been made for carrying out dynamic soil structure interaction analysis, for determination of dynamic deformation, seismic settlement and dynamic response spectrum of the site, and for calculating dynamic earth pressure acting on retaining structures. We discuss here the seismic investigation components and methods, measurement of P- and S-wave velocities in the field and estimation of important dynamic parameters such as maximum shear modulus, modulus reduction curve, damping ratio, seismic site classification, predominant site period, liquefaction analysis through case studies for nuclear structures at Kalpakkam and Kudankulam and power plant structures at New Delhi and Konaseema.
机译:对地震多发地区的核结构和发电厂进行地震现场表征,以建立严重的地震灾害,例如构造破裂,地表断层,大规模液化,滑动和地震沉降,这可能会改变整体稳定性该网站。需要进行地震表征才能最终确定设计地震参数,包括选择输入地震数据。作为调查的一部分,已经在实验室和现场对相关的动态参数进行了测量,以进行动态的土壤结构相互作用分析,确定场地的动态变形,地震沉降和动力响应谱以及计算动力。土压力作用于挡土结构。我们在这里讨论地震调查的组成和方法,现场P波和S波速度的测量以及重要动态参数的估计,例如最大剪切模量,模量减小曲线,阻尼比,地震部位分类,主要部位周期,液化通过对Kalpakkam和Kudankulam的核结构以及新德里和Konaseema的电厂结构进行案例研究进行分析。

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