A semi analytical procedure for determining the dynamic flexibility coefficient of the three dimensional viscoelastic non homogeneous foundation is developed.
应用样条半解析法求解非均质粘弹性地基的动力柔度系数。
2
The results show that the entropies of boson field and the fermion field of six dimensionalnon-stationary black hale have similar formulae only with a coefficient difference.
结果显示六维动态黑洞的玻色子熵和费米子熵有相同的形式，它们之间只相差一个系数。
3
The change of port layout Angle has little effect on the flow coefficient while playing an important role in the non-dimensional swirl.