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“和实力”视阈下的文化走出去战略
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作者 吴迪龙 周睿 《湖北函授大学学报》 2018年第7期97-98,103,共3页
文章追溯了"和实力"的文化渊源,并以此说明中华民族的血液中没有称霸世界的基因;并对文化走出去进行了再次解读,就"文化"及"走出去"的定义进行了阐述;还通过分析"和实力"的深刻内涵与文化走出... 文章追溯了"和实力"的文化渊源,并以此说明中华民族的血液中没有称霸世界的基因;并对文化走出去进行了再次解读,就"文化"及"走出去"的定义进行了阐述;还通过分析"和实力"的深刻内涵与文化走出去之间的联系,证明"和实力"可助力文化走出去的有效实施。 展开更多
关键词 文化走出去 “和实力” 传统文化
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Cyclic Shearing Deformation Behavior of Saturated Clays 被引量:2
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作者 QI Jianfeng LUAN Maotian +2 位作者 FENG Xiuli MA Tailei NIE Ying 《Journal of Ocean University of China》 SCIE CAS 2007年第4期413-420,共8页
The apparatus for static and dynamic universal triaxial and torsional shear soil testing is employed to perform stress-controlled cyclic single-direction torsional shear tests and two-direction coupled shear tests und... The apparatus for static and dynamic universal triaxial and torsional shear soil testing is employed to perform stress-controlled cyclic single-direction torsional shear tests and two-direction coupled shear tests under unconsolidated-undrained conditions. Through a series of tests on saturated clay, the effects of initial shear stress and stress reversal on the clay’s strain-stress behavior are examined, and the behavior of pore water pressure is studied. The experimental results indicate that the patterns of stress-strain relations are distinctly influenced by the initial shear stress in the cyclic single-direction shear tests. When the initial shear stress is large and no stress reversal occurs, the predominant deformation behavior is characterized by an accumulative effect. When the initial shear stress is zero and symmetrical cyclic stress occurs, the predominant deformation behavior is characterized by a cyclic effect. The pore water pressure fluctuates around the confining pressure with the increase of cycle number. It seems that the fluctuating amplitude increases with the increase of the cyclic stress. But a buildup of pore water pressure does not occur. The de- formations of clay samples under the complex initial and the cyclic coupled stress conditions include the normal deviatoric deforma- tion and horizontal shear deformation, the average deformation and cyclic deformation. A general strain failure criterion taking into account these deformations is recommended and is proved more stable and suitable compared to the strain failure criteria currently used. 展开更多
关键词 cyclic stress complex stress state saturated clay stress-strain relations failure criterion
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Adsorption and Step Elution of Urokinase Using Affinity Chromatography-Comparison of Data with Rate Model Simulation
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作者 Mohammad Reza Aboudzadeh Rovais 《Chinese Journal of Biomedical Engineering(English Edition)》 2004年第4期166-178,共13页
A non-equilibrium chromatographic rate model was employed to simulate the affinity chromatography of urokinase. The chromatography process was developed to a yield of high purity product of urokinase from crude materi... A non-equilibrium chromatographic rate model was employed to simulate the affinity chromatography of urokinase. The chromatography process was developed to a yield of high purity product of urokinase from crude materials. The affinity gel used in the process was prepared by an epichlorohydrin-activation method using epichlorohydrin activated Sepharose 4B as a matrix and p-aminobenzamidine as a ligand. The chromatographic process were numerically simulated and analyzed with the aid of VERSE-LC computer simulator. Considering the basic principles, rate model with the back mixing in column inlet was utilized in simulating and studying the effect of the column inlet pattern on other parameters. Comparison of the simulation results with the experimental data showed that the rate model can be used to describe the affinity chromatography of urokinase in a fixed bed column with satisfactory accuracy. 展开更多
关键词 Rate model simulation Affinity chromatography UROKINASE Back mixing
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Unanswered questions in unsaturated soil mechanics 被引量:4
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作者 SHENG DaiChao ZHANG Sheng YU ZhiWu 《Science China(Technological Sciences)》 SCIE EI CAS 2013年第5期1257-1272,共16页
The last two to three decades have seen significant advances in the mechanics of unsaturated soils.It is now widely recognized that the fundamental principles in soil mechanics must cover both saturated and unsaturate... The last two to three decades have seen significant advances in the mechanics of unsaturated soils.It is now widely recognized that the fundamental principles in soil mechanics must cover both saturated and unsaturated soils.Nevertheless,there is still a great deal of uncertainties in the geotechnical community about how soil mechanics principles well-established for saturated soils can be extended to unsaturated soils.There is even wide skepticism about the necessity of such extension in engineering practice.This paper discusses some common pitfalls related to the fundamental principles that govern the volume change,shear strength and hydromechanical behaviour of unsaturated soils.It also attempts to address the issue of engineering relevance of unsaturated soil mechanics. 展开更多
关键词 unsaturated soils constitutive modeling volume change shear strength engineering applications
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Experimental and numerical investigations on dynamic and acoustic responses of a thermal post-buckled plate 被引量:4
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作者 GENG Qian WANG Di +1 位作者 LIU Yuan LI YueMing 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第8期1414-1424,共11页
Experiments were carried out for a clamped rectangular aluminum plate to study the dynamic and acoustic behaviors in both pre-and post-buckling ranges under thermal loads.Plate temperature was elevated from ambient va... Experiments were carried out for a clamped rectangular aluminum plate to study the dynamic and acoustic behaviors in both pre-and post-buckling ranges under thermal loads.Plate temperature was elevated from ambient value to the level above the theoretical critical buckling temperature of the plate.In the whole test temperature range,the measured frequencies decreased to the minimum values in sequence,and then turned to increase as temperature rose.The softening effect of thermal stresses played the leading role in the decreasing stage and the stiffening effect of thermal buckling deflection became the major influence factor in the increasing stage.The later one could drive the temperature equilibrium point of the heated plate to move towards lower temperature range.All the frequencies would not drop to zero due to the inherent initial deflection which provides additional stiffness to the plate.Dynamic responses state two variation trends in different temperature ranges,shifting toward the lower frequency range and closing up in the mid-frequency range.The characters of spectrum responses changed gradually as the temperature was elevated.Numerical simulations gave predictions with same variation trend as the test results. 展开更多
关键词 thermal post-buckled plate modal test dynamic response test numerical simulation
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