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LARGE DEFORMATION OF CIRCULAR MEMBRANE UNDER THE CONCENTRATED FORCE 被引量:2
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作者 CHENShan-lin ZHENGZhou-lian 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2003年第1期28-31,共4页
Making use of basic equation of large deformation of circular membrane underthe concentrated force and its boundary conditions and Hencky transformation, the problemsof nonlinear boundary condition were solved. The He... Making use of basic equation of large deformation of circular membrane underthe concentrated force and its boundary conditions and Hencky transformation, the problemsof nonlinear boundary condition were solved. The Hencky transformation was extended anda exact solution of large deformation of circular membrane under the concentrated force hasbeen obtained. 展开更多
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Energy saving system of terminal regulated air volume in intelligent building
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作者 LIJiangtao WANGPu 《Journal of Chongqing University》 CAS 2003年第U10期82-84,共3页
This paper describes the application and the prominent energy saving of the new tecnnique Terminai Reguiation Air Volume(TRAV) air conditioning systems in intelligent building. Furthermore, it studies the problem taki... This paper describes the application and the prominent energy saving of the new tecnnique Terminai Reguiation Air Volume(TRAV) air conditioning systems in intelligent building. Furthermore, it studies the problem taking full advantage of the Building Automation System(BAS) to save energy and to meet with demands of the intelligent building individuation. 展开更多
关键词 节能系统 智能建筑 空调系统 自动控制系统
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FREE-PARAMETER PERTURBATION-METHOD SOLUTIONS OF THE NONLINEAR STABILITY OF SHALLOW SPHERICAL SHELLS
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作者 CHENShan-lin LIQi-zhong 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第9期963-970,共8页
The free-parameter perturbation method is applied to solve the problems of nonlinear stability of spherical shallow shells under uniform load. As a modified perturbation method, the free-parameter perturbation method ... The free-parameter perturbation method is applied to solve the problems of nonlinear stability of spherical shallow shells under uniform load. As a modified perturbation method, the free-parameter perturbation method enables researchers to obtain all characteristic relations without choosing the certain perturbation parameter. Some examples were discussed to study the variety regulations of deflections and stress of shells in the process of buckling, and the results were compared with those of other researchers. 展开更多
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