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71.
The five articles that make up the bulk of this special issue collectively illustrate new methods for examining the utility of sub-test and scale-level profile analysis. By necessity they are preliminary, but they illustrate methods that may indeed prove useful and may help resolve this divide between research and practice. This special issue grew out of a symposium conceived and organized by Cecil Reynolds at the American Psychological Association in 1998. The articles and one of the commentaries in this special issue are extensions of that symposium. (PsycINFO Database Record (c) 2010 APA, all rights reserved) 相似文献
72.
王中元 《沈阳建筑工程学院学报(自然科学版)》1995,(1)
用有限元法计算了有一个紧固件孔的半无限平板在紧固件力作用下的孔周应力.在紧固件与孔之间的接触区域的结点间加无长刚杆元.用反复计算的方法确定接触范围;计算出孔周应力等,并与文献[1]的实验结果进行了比较. 相似文献
73.
一种新的六面体有限元网格算法 总被引:3,自引:1,他引:3
在有限元网格产生过程中,吸取弦须编织法中的STC概念,将六面体以节点剖分为基础的思想转变为以单元点为基础,建立了以单元生长为核心的剖分算法,以期解决节点拓扑结构在三维情况下的控制问题,对进一步实现稳定、全自动的六面体剖分具有很大的帮助。 相似文献
74.
A new procedure for constrained pole-placement is presented. The poles of the closed loop system are placed within a circle in the left half plane. The design procedure is noniterative and the solution is obtained via linear quadratic (LQ) design for a transformed system. The circle can be chosen in order to obtain good transient properties of the closed loop system. The method combines the properties of pole-placement and LQ-design. 相似文献
75.
76.
77.
A framework for damage mechanics of concrete is applied to simulate the nonlinear elastic deformation behavior of concrete using finite element method (FEM). A rather simple isotropic damage model containing essentially no adjustable parameters is shown to produce results in remarkably good agreement with sample experimental data: the damage law requires only the fracture energy to be defined completely. The model is achieved by introducing a damage surface that is similar to the yield function in the conventional theory of plasticity. A special form of damage surfaces is constructed to illustrate the application of the model. A new damage criterion, defined as an equivalent strain norm, is proposed, in order to take into consideration the asymmetric behavior of concrete. For verifying the FEM program including the model, deformations predicted by this model are compared with both the experimental ones for the concrete structural model and the ones calculated without application of the continuum damage mechanics.__________Translated from Problemy Prochnosti, No. 3, pp. 57 – 74, May – June, 2005. 相似文献
78.
Paul E. Castillo Esov S. Velázquez 《International journal for numerical methods in engineering》2008,74(2):255-268
In this work, we consider the local discontinuous Galerkin (LDG) method applied to second‐order elliptic problems arising in the modeling of single‐phase flows in porous media. It has been recently proven that the spectral condition number of the stiffness matrix exhibits an asymptotic behavior of ??(h?2) on structured and unstructured meshes, where h is the mesh size. Thus, efficient preconditioners are mandatory. We present a semi‐algebraic multilevel preconditioner for the LDG method using local Lagrange‐type interpolatory basis functions. We show, numerically, that its performance does not degrade, or at least the number of iterations increases very slowly, as the number of unknowns augments. The preconditioner is tested on problems with high jumps in the coefficients, which is the typical scenario of problems arising in porous media. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
79.
In this paper, a method to calculate derivatives of eigenvectors of damped discrete linear dynamic system with respect to the system parameter is presented. Due to the non-proportional nature of the damping, the eigenvectors become complex, and as a consequence, the derivatives also become complex. The derivatives are calculated using small damping assumption, and the method avoids using the state-space approach. The results are obtained in terms of complex modes and frequencies of the second-order system, which in turn are related to the eigensolutions of the undamped system using perturbation method. Based on the derivatives, an expression for total change of the complex eigenvectors is obtained for a more general case when all the elements of mass, stiffness and damping matrices are varying. Application and accuracy of the derived expressions are demonstrated by considering numerical examples. 相似文献
80.
ABSTRACTCommunity development service practitioners have been increasingly burdened with a broader range of responsibilities and ICT could enhance their productivity. Therefore, it is prudent to incorporate information communication technology (ICT) skills into the skills matrix required by the practitioners in order to deliver the service effectively. Furthermore, ICT use is prevalent in almost every organization, therefore, ICT can also serve as a major factor in flexibility of delivery of community development service to the communities, but only if the practitioners possess adequate skills in using ICT tools (software applications) in retrieving, presenting and disseminating valuable and adequate information within the workplace to the parties involved. The study determines the current work conditions, level of performance and expertise in the use of ICT among community development workers (CDWs) in KwaZulu-Natal, South Africa, by evaluating their abilities and experiences, with a view to identify the areas to enhance their effectiveness. Determining the competency of their use of ICT applications is not an easy task; thus a survey methodology was adopted, with a sample of 189 CDWs (63% female and 37% male). Respondents were given the opportunity to rate of their own current ability to use common computer software applications. 相似文献