1) Wavelet-Galerkin method
Wavelet-Galerkin法
1.
Identification of vehicle axle loads based on FEM-Wavelet-Galerkin method;
由有限元-Wavelet-Galerkin法识别桥面移动载荷
3) Galerkin method
Galerkin法
1.
Calculation of the Lower Order Vibration Frequency of Elastic Shallow thin Spherical Shell by means of Galerkin Method;
用Galerkin法求弹性扁薄球壳的低阶振动频率
2.
Galerkin Method of Elliptic Boundary Value Problem and Least-square Processing;
椭圆边值问题的Galerkin法及最小二乘法处理
3.
A theoretical calculation method of electrokinetic flow in micro equilateral triangle channels imposed with high electric field strength at both ends of channel was proposed based on the Galerkin method.
提出了微小三角形槽道内电渗流动理论计算方法,通过Galerkin法计算并分析了其内部的电势及速度分布,获得了温度、槽道尺寸、外加电势的电场强度、ζ电势以及电解质浓度对微小三角形槽道内电渗流动的影响规律。
4) Galerkin method
Galerkin方法
1.
Nonlinear Galerkin methods for dissipative equations;
耗散型方程的非线性Galerkin方法
2.
The variable and algebraic equations for finite element solution were formulated via Galerkin method, and iteration steps for final pressure velocity solutions were presented.
用Galerkin方法建立了有限元求解的变分方程和代数方程,给出了迭代求解步骤;采用隐式格式及“上风”法离散能量方程、求解温度场,开发了模拟程序。
3.
The existence of a time-periodic solution is proved by using the Galerkin method and the Leray-Schauder fixed point theorem.
本文对一类含扩散项和非齐次项的凝血系统,应用Galerkin方法和Leray-Schauder不动点定理证明了时间周期解的存在性。
6) Galerkin truncation method
Galerkin截断法
1.
Then, the nonlinear bending of a saturated poroelastic cantilever beam with fixed end impermeable and free end permeable,subjected to a suddenly applied constant concentrated transverse load at its free end,was examined with the Galerkin truncation method.
利用Galerkin截断法,研究了固定端不可渗透、自由端可渗透的饱和多孔弹性悬臂梁在自由端突加集中载荷作用下的非线性弯曲,得到了梁骨架的挠度、弯矩以及孔隙流体压力等效力偶等的时间响应和沿轴线的分布。
2.
Based on the mathematical model for large deflection of saturated poroelastic beam,the dynamical behavior of simply supported saturated poroelastic beam with two permeable ends,subjected to a suddenly applied transversal constant load or a harmonic load,was investigated with Galerkin truncation method.
基于饱和多孔弹性梁大挠度变形的数学模型,利用Galerkin截断法,本文研究了两端可渗透的简支饱和多孔弹性梁分别在突加横向均布常载荷和简谐载荷作用下的动力响应,得到了梁弯曲时挠度、弯矩以及孔隙流体压力等效力偶等随时间的响应,考察了不同载荷下多孔弹性梁弯曲的响应特征。
3.
Longitudinal vibration equation which governs a pipeline laying in 3000 meters underwater under construction in the case of untouched seabed is established and solved by Galerkin truncation method.
针对国内目前在建的3000m深海管道铺设系统,在管道未触海床的悬空工况下,建立了管道的纵向振动方程,应用Galerkin截断法对方程进行了求解,并进一步分析了波高、波频等海况参数对管道各截面动态应力和振动幅值的影响,分析结果有助于深入了解大深度管道铺设中的动力学行为,并可为深海管道铺设施工设计提供理论依据。
补充资料：法性属法为法性土
【法性属法为法性土】
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条