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源态理论、原态理论与元态理论——“广义元理论”研究之一 被引量:1
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作者 张青松 《理论探讨》 CSSCI 北大核心 2005年第3期92-94,共3页
人类创造的理论及其所认识的规律已不知多少,那么认识规律到底有没有规律呢?我们的回答是肯定的。在"理论分类学"和"理论形态学"意义上,我们把研究所谓(宇宙起源及其)"普遍规律"的思辨理论称为"源... 人类创造的理论及其所认识的规律已不知多少,那么认识规律到底有没有规律呢?我们的回答是肯定的。在"理论分类学"和"理论形态学"意义上,我们把研究所谓(宇宙起源及其)"普遍规律"的思辨理论称为"源态理论";把研究客观规律的实证理论称为"原态理论";把现有研究科学规律的反思理论称为"元态理论"(但属于狭义元理论)。"广义元理论"也属于"元态理论",但它是对以上各种形态理论及其研究各种规律的经验教训的综合总结,它以一切科学理论的精髓和活的灵魂为核心,最终试图揭示和证明人类创造的各种科学理论中所蕴藏的认识规律的规律即元规律。在研究对象意义上说,"广义元理论"也就是"元规律论"。 展开更多
关键词 理论 原态理论 理论 元规律
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Revisiting Probabilistic Teleportation Scheme for Atomic State via Cavity QED
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作者 HAN Lian-Fang FANG Ming SHI Shou-Hua ZHANG Zhan-Jun 《Communications in Theoretical Physics》 SCIE CAS CSCD 2006年第2X期217-220,共4页
A probabilistic teleportation scheme for atomic stats via cavity QED [Phys. Rev. A 70 (2004) 054303] is revisited and accordingly some improvements are made.
关键词 probabilistic teleportation cavity QED atomic state
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Nonlinear dynamic buckling of stiffened plates under in-plane impact load
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作者 张涛 刘士光 +1 位作者 赵耀 罗家智 《Journal of Zhejiang University Science》 EI CSCD 2004年第5期609-617,共9页
This paper presents a simple solution of the dynamic buckling of stiffened plates under in-plane impact loading. Based on large deflection theory, a discretely stiffened plate model has been used. The tangential stres... This paper presents a simple solution of the dynamic buckling of stiffened plates under in-plane impact loading. Based on large deflection theory, a discretely stiffened plate model has been used. The tangential stresses of stiffeners and in-plane displacement are neglected. Appling the Hamilton's principle, the motion equations of stiffened plates are obtained. The deflection of the plate is taken as Fourier series, and using Galerkin method the discrete equations can be deduced, which can be solved easily by Runge-Kutta method. The dynamic buckling loads of the stiffened plates are obtained form Budiansky-Roth criterion. 展开更多
关键词 Stiffened plate Dynamic buckling In-plane impact
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Charge Densities of Unstable Nuclei with Electron Scattering
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作者 褚衍运 任中洲 +1 位作者 王再军 董铁矿 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第8期347-354,共8页
Relativistic mean-field theory and phase-shift analysis are combined together to investigate the elasticCoulomb scattering between electrons and unstable nuclei.Electron scattering at several different energies is stu... Relativistic mean-field theory and phase-shift analysis are combined together to investigate the elasticCoulomb scattering between electrons and unstable nuclei.Electron scattering at several different energies is studiedand compared,in order to see the energy dependence of electron-nucleus scattering.It is shown that electron scattering at200 MeV or 300 MeV can be used to reveal electron-nucleus scattering information around the first diffraction minimum-Shiftsin opposite directions are obtained for the first diffraction minima of the electron scattering off the ground andfirst excited states of ^(17)F with ^(16)O as reference,and similar effects are obtained for ^(18)Ne.Besides,some neutron-richN = 8 isotones are also studied.Results show that electron scattering will be very useful and important in studyingboth proton- and neutron-rich nuclei in the future. 展开更多
关键词 electron scattering relativistic mean field theory phase-shift analysis exotic nuclei
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Impacts of Non-farm Employment of Rural Laborers on Agricultural Land Use:Theoretical Analysis and Its Policy Implications 被引量:9
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作者 HAO Haiguang LI Xiubin XlN Liangjie 《Journal of Resources and Ecology》 CSCD 2017年第6期595-604,共10页
During rapid urbanization and industrialization process, non-farm employment of rural laborers has emerged as a prevalent phenomenon in rural areas of China and become an important driving factor for changes in agricu... During rapid urbanization and industrialization process, non-farm employment of rural laborers has emerged as a prevalent phenomenon in rural areas of China and become an important driving factor for changes in agricultural land use. This article attempts to theoretically analyze the impacts of non-farm employment of rural laborers on agricultural land use based on economic frameworks. As rational agents, farmers aim to maximize their income and follow equilibrium principles when they decide how to allocate their labor forces(or working time) in two departments(farm and non-farm) and how to use their agricultural land with different quality and location. The income earned by non-farm employment is higher, and there exists a comparative advantage between labors, as a result the quantity and quality of labor input in agricultural land use decreases. With the limitation of labor input during agricultural land use decision-making of farm households, on the one hand, land with higher quality is still utilized by farmers. On the other hand, poor quality land will be less well managed and is more likely to be abandoned. Non-farm employment of rural laborers and the rising of opportunity costs will result in abandonment of poor quality land, and great importance should be attached to this by policy makers. 展开更多
关键词 non-farm employment agricultural land use theoretical analysis equilibrium principle ecosystem conservation
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Probing quantum many-body correlations by universal ramping dynamics
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作者 Libo Liang Wei Zheng +11 位作者 Ruixiao Yao Qinpei Zheng Zhiyuan Yao Tian-Gang Zhou Qi Huang Zhongchi Zhang Jilai Ye Xiaoji Zhou Xuzong Chen Wenlan Chen Hui Zhai Jiazhong Hu 《Science Bulletin》 SCIE EI CAS CSCD 2022年第24期2550-2556,M0004,共8页
Ramping a physical parameter is one of the most common experimental protocols in studying a quantum system, and ramping dynamics has been widely used in preparing a quantum state and probing physical properties. Here,... Ramping a physical parameter is one of the most common experimental protocols in studying a quantum system, and ramping dynamics has been widely used in preparing a quantum state and probing physical properties. Here, we present a novel method of probing quantum many-body correlation by ramping dynamics. We ramp a Hamiltonian parameter to the same target value from different initial values and with different velocities, and we show that the first-order correction on the finite ramping velocity is universal and path-independent, revealing a novel quantum many-body correlation function of the equilibrium phases at the target values. We term this method as the non-adiabatic linear response since this is the leading order correction beyond the adiabatic limit. We demonstrate this method experimentally by studying the Bose-Hubbard model with ultracold atoms in three-dimensional optical lattices.Unlike the conventional linear response that reveals whether the quasi-particle dispersion of a quantum phase is gapped or gapless, this probe is more sensitive to whether the quasi-particle lifetime is long enough such that the quantum phase possesses a well-defined quasi-particle description. In the BoseHubbard model, this non-adiabatic linear response is significant in the quantum critical regime where well-defined quasi-particles are absent. And in contrast, this response is vanishingly small in both superfluid and Mott insulators which possess well-defined quasi-particles. Because our proposal uses the most common experimental protocol, we envision that our method can find broad applications in probing various quantum systems. 展开更多
关键词 Ramping dynamics Many-body correlations Optical lattices Degenerate quantum gas
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A novel stiffness prediction method with constructed microscopic displacement field for periodic beam-like structures
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作者 Yahe Gao Zhiwei Huang +1 位作者 Gen Li Yufeng Xing 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第7期121-134,I0003,共15页
This paper presents a novel stiffness prediction method for periodic beam-like structures based on the two-scale equivalence at different strain states.The macroscopic fields are achieved within the framework of Timos... This paper presents a novel stiffness prediction method for periodic beam-like structures based on the two-scale equivalence at different strain states.The macroscopic fields are achieved within the framework of Timoshenko beam theory,while the microscopic fields are obtained by the newly constructed displacement form within the framework of three-dimensional(3D)elasticity theory.The new displacement form draws lessons from that in the asymptotic homogenization method(AHM),but the present field governing equations or boundary conditions for the first two order influence functions are constructed and very different from the way they were defined in the AHM.The constructed displacement form,composed of one homogenized and two warping terms,can accurately describe the deformation mode of beam-like structures.Then,with the new displacement form,the effective stiffness is achieved by the equivalence principle of macro-and microscopic fields.The finite element formulations of the proposed method are presented,which are easy to implement.Numerical examples validate that the present method can well predict both diagonal and coupling stiffness of periodic composite beams. 展开更多
关键词 BEAM Asymptotic homogenization Stiffness prediction PERIODIC TIMOSHENKO
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