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带导数非最小耦合暴涨模型的势重构
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作者 费寝 陈果萍 +2 位作者 范伯文 曹炼 邓帅 《湖北理工学院学报》 2020年第1期53-57,68,共6页
为了得到带导数非最小耦合模型的势函数,从宇宙学可观测量n_s和r与慢滚参数ε_v和η_v,以及e指数数目N的关系出发,得到可观测量与N之间的关系n_s(N)和r(N);通过一般的参数化假设进行势重构.对于参数化模型n_s=1-p/(N+A),得到的理论值在... 为了得到带导数非最小耦合模型的势函数,从宇宙学可观测量n_s和r与慢滚参数ε_v和η_v,以及e指数数目N的关系出发,得到可观测量与N之间的关系n_s(N)和r(N);通过一般的参数化假设进行势重构.对于参数化模型n_s=1-p/(N+A),得到的理论值在2σ范围内与观测相一致.在不取强阻尼极限时,该势函数为T模形式. 展开更多
关键词 非正则标量场 暴涨 势重构
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Electronic Properties in a Hierarchical Multilayer Structure
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作者 ZHUChen-Ping XIONGShi-Jie 《Communications in Theoretical Physics》 SCIE CAS CSCD 2001年第3期339-346,共8页
We investigate electronic properties of a hierarchical multilayer structure consisting of stacking of barriers and wells. The structure is formed in a sequence of generations, each of which is constructed with the sam... We investigate electronic properties of a hierarchical multilayer structure consisting of stacking of barriers and wells. The structure is formed in a sequence of generations, each of which is constructed with the same pattern but with the previous generation as the basic building blocks. We calculate the transmission spectrum which shows the multifractal behavior for systems with large generation index. From the analysis of the average resistivity and the multifractal structure of the wavefunctions, we show that there exist different types of states exhibiting extended, localized and intermediate characteristics. The degree of localization is sensitive to the variation of the structural parameters.Suggestion of the possible experimental realization is discussed. 展开更多
关键词 hierarchical structure MULTILAYER MULTIFRACTAL
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Moment-Rotation Characteristics for Flexible Beam-to-Column Steel Joint Exposed to Fire
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作者 Mariusz Maslak Michal Pazdanowski Malgorzata Snela 《Journal of Civil Engineering and Architecture》 2015年第3期257-261,共5页
Analytical models used to describe behaviour of steel frame loadbearing structures in fully developed fire usually do not allow for reduced joint stiffness due to increased member temperature. Joints previously design... Analytical models used to describe behaviour of steel frame loadbearing structures in fully developed fire usually do not allow for reduced joint stiffness due to increased member temperature. Joints previously designed as nominally rigid tend to become flexible in fire situation, with degree of flexibility increasing during fire development. Reliable analysis of this phenomenon and its influence on the redistribution of internal forces result in the need for developing appropriate characteristics, describing relationship between bending moment applied to the joint and joint rotation. Characteristics of such type, specified for fire conditions, depend on steel temperature, in the current work, the authors propose a practical approach to develop such characteristics, based on the knowledge of analogous characteristic prepared for persistent design situation. The developed technique does not require to generalize the classical component method to the case of fire, which may be difficult in practical situations. The proposed computational algorithm has been tested on an example of a typical beam-to-column joint. 展开更多
关键词 Steel joint FIRE temperature FLEXIBILITY STIFFNESS rotation.
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L_2-Optimal Recovery on the Riesz Potential Spaces
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作者 刘永平 《Journal of Mathematical Research and Exposition》 CSCD 2000年第3期365-378,共14页
The problems of best reconstruction of multivariate functions of the Riesz potential spaces from their values on a given mesh are considered, and the exact results of some classes of L_2(R^n) (and L_2(Q^n)) defined b... The problems of best reconstruction of multivariate functions of the Riesz potential spaces from their values on a given mesh are considered, and the exact results of some classes of L_2(R^n) (and L_2(Q^n)) defined by the Riesz potential are obtained. 展开更多
关键词 Riesz potential multivariate function optimal recovery.
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