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Research on the attribution evaluating methods of dynamic effects of various parameter uncertainties on the in-structure floor response spectra of nuclear power plant
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作者 Li Jianbo Lin Gao +1 位作者 Liu Jun Li Zhiyuan 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2017年第1期47-54,共8页
Consideration of the dynamic effects of the site and structural parameter uncertainty is required by the standards for nuclear power plants (NPPs) in most countries. The anti-seismic standards provide two basic meth... Consideration of the dynamic effects of the site and structural parameter uncertainty is required by the standards for nuclear power plants (NPPs) in most countries. The anti-seismic standards provide two basic methods to analyze parameter uncertainty. Directly manually dealing with the calculated floor response spectra (FRS) values of deterministic approaches is the first method. The second method is to perform probability statistical analysis of the FRS results on the basis of the Monte Carlo method. The two methods can only reflect the overall effects of the uncertain parameters, and the results cannot be screened for a certain parameter's influence and contribution. In this study, based on the dynamic analyses of the floor response spectra of NPPs, a comprehensive index of the assessed impact for various uncertain parameters is presented and recommended, including the correlation coefficient, the regression slope coefficient and Tornado swing. To compensate for the lack of guidance in the NPP seismic standards, the proposed method can effectively be used to evaluate the contributions of various parameters from the aspects &sensitivity, acuity and statistical swing correlations. Finally, examples are provided to verify the set of indicators from systematic and intuitive perspectives, such as the uncertainty of the impact of the structure parameters and the contribution to the FRS of NPPs. The index is sensitive to different types of parameters, which provides a new technique for evaluating the anti-seismic parameters required for NPPs. 展开更多
关键词 Keywords: uncertain parameter floor response spectra (FRS) soil-structure interaction (SSI) seismic analysis andstructural design nuclear power plant (NPP)
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Hole-doping of mechanically exfoliated graphene by confined hydration layers 被引量:1
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作者 Tjeerd R. J. Bollmann Liubov Yu. Antipina +2 位作者 Matthias Temmen Michael Reichling Pavel B. Sorokin 《Nano Research》 SCIE EI CAS CSCD 2015年第9期3020-3026,共7页
By the use of non-contact atomic force microscopy (NC-AFM) and Kelvin probe force microscopy (KPFM), we measure the local surface potential of mechanically exfoliated graphene on the prototypical insulating hydrop... By the use of non-contact atomic force microscopy (NC-AFM) and Kelvin probe force microscopy (KPFM), we measure the local surface potential of mechanically exfoliated graphene on the prototypical insulating hydrophilic substrate of CAF2(111). Hydration layers confined between the graphene and the CaF2 substrate, resulting from the graphene's preparation under ambient conditions on the hydrophilic substrate surface, are found to electronically modify the graphene as the material's electron density transfers from graphene to the hydration layer. Density functional theory (DFT) calculations predict that the first 2 to 3 water layers adjacent to the graphene hole-dope the graphene by several percent of a unit charge per unit cell. 展开更多
关键词 graphene non-contact ATOMIC forcemicroscopy (NC-AFM KPFM) liquid-solid interfacestructure electronic TRANSPORT innanoscale materials andstructuresgraphene non-contact ATOMIC forcemicroscopy (NC-AFM KPFM) liquid-solid interfacestructure electronic TRANSPORT innanoscale materials andstructures
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