For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is dif...For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is different with the compression modulus, EI is the function of internal force and is not constant any more that is different from classic mechanics. In the other words, it is a nonlinear problem to calculate the internal force. The expression for neutral axis of the statically indeterminate structure was derived in the paper. The iterative program for nonlinear internal force was compiled. One case study was presented to illustrate the difference between the results using the different modulus theory and the single modulus theory as in classical mechanics. Finally, some reasonable suggestions were made for the different modulus structures.展开更多
De Giorgi猜想起源于Bernstain提出的一个著名的几何问题:在小于8维的全空间中,方程△u-u+u^3=0的单调解是否退化成一维方程的解,这就是所谓的解的一维对称性问题.Birindelli关于Heisenberg群上次Laplace方程解的一维对称性做了大量工作...De Giorgi猜想起源于Bernstain提出的一个著名的几何问题:在小于8维的全空间中,方程△u-u+u^3=0的单调解是否退化成一维方程的解,这就是所谓的解的一维对称性问题.Birindelli关于Heisenberg群上次Laplace方程解的一维对称性做了大量工作.利用Heisenberg型群的左平移不变性构造平移参数族,用平移的方法将欧氏空间半线性椭圆方程解的一维对称性结果推广到了Heisenberg型群上.展开更多
文摘For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is different with the compression modulus, EI is the function of internal force and is not constant any more that is different from classic mechanics. In the other words, it is a nonlinear problem to calculate the internal force. The expression for neutral axis of the statically indeterminate structure was derived in the paper. The iterative program for nonlinear internal force was compiled. One case study was presented to illustrate the difference between the results using the different modulus theory and the single modulus theory as in classical mechanics. Finally, some reasonable suggestions were made for the different modulus structures.
