The element analysis by abaqus6 . 4 program was conducted , and the test and analysis results are very close to each other 采用大型有限元程序abaqus6 . 4对每个试件的试验全过程进行了模拟计算，计算结果与试验结果吻合较好。
Fields in the string parameter of the friend assembly declaration . the visual basic , c , and c compilers treat this as a compile error 若要将此属性应用于具有强名称的程序集，必须知道表示友元程序集的公钥的十六进制字符串。
And some feasible viewpoints are put forward for using fortran language to implement visualized finite element program 最后针对本文研究对工程设计提出一些合理化建议，并对用fortran语言开发可视化有限元程序，提出一些看法。
Analysis of nonlinear finite - element for ultimate strength of gusset plate connections to slotted tubes with ansys program are carried out in this dissertation 本文采用通用有限元程序ansys对管板节点进行了非线性有限元分析研究。
To apply this attribute to a strong - named assembly , you must know the hexadecimal string that represents the public key of the friend assembly 若要将此属性应用于具有强名称的程序集，必须知道表示友元程序集的公钥的十六进制字符串。
In the paper , one method was introduced to design the finite - element program with three kinds of languages - - mathematica , visual fortran and imsl 本文将使用mathematica , visualfortran , imsl的混合编程技术编制新型的有限元程序。
Finally , some problems related with the dynamic response of cylindrical shells and conical shells in the experiments are modeled numerically by the fem 对圆柱壳和圆锥壳的动态响应实验研究中的一些问题，利用有限元程序进了模拟计算。
Analysis ofnonlinear finite - element for ultimate tensile strength of gusset plate connections toslotted tubes with ansys program are carried out in this dissertation 本文采用通用有限元程序ansys对管板节点进行非线性有限元分析研究。
However , it is very difficult to write the finite - element program with fortran or c by reason of the excessive long sentences and complex structure 但用c语言，或fortran编写有限元程序少则上百行，多则数千行。不但编写修改麻烦而且冗长难懂。
We extends it to the elliptic operator and get the new algorithm based on the bem . the detail of the algorithm , and the program codes are given 文中用fortran90语言编制了求解椭圆型单侧问题的通用边界元程序，并将其应用到了相应的数值算例。
