| 1. | The bending solution of anisotropic thin plate acted with arbitrary loading
任意载荷作用下各向异性矩形薄板的弯曲解 |
| 2. | It can be used to solve the bending problem for arbitrary loading with whatever boundaries
可以求解任意边界条件下承受任意载荷作用的弯曲问题。 |
| 3. | 2 . longitudinal vibration of pile with variable impedance ( variable sections or modulus ) in layered soil undergoing arbitrary load is theoretically investigated
2 、对成层土中变阻抗(变模量或变截面)桩在任意激振力作用下的纵向振动特性进行了研究。 |
| 4. | Using the united method in this paper , the bending solution of the rectangular plate with one edge built - in and one or two corner point supported can be derived under arbitrary load
本文的统一解法可以解决悬臂板或带有角点支承时在任意荷截作用下的弯曲。 |
| 5. | Abstract : using the united method in this paper , the bending solution of the rectangular plate with one edge built - in and one or two corner point supported can be derived under arbitrary load
文摘:本文的统一解法可以解决悬臂板或带有角点支承时在任意荷截作用下的弯曲。 |
| 6. | Cylindrical bending of functionally graded plates with arbitrary distributions of material properties under arbitrary loading are studied using hybrid differential quadrature method ( hdqm )
摘要利用混合微分求积法，对任意荷载作用下不同材料梯度分布的功能梯度材料平板柱形弯曲问题进行了分析。 |
| 7. | Finally , by the method of laplace transform and matrix transform , one - dimensional consolidation of layered gibson soils under arbitrary loading is studies and the analytic solution in frequency domain are obtained
最后运用了laplace变换和矩阵传递法，分别讨论了多层gibson地基在双面排水和半透水条件下的一维固结，得到了频域内的解析解。 |
| 8. | Abstract : in this paper , the equation of five moments of comtinuous beam with step cross section on the elastic support under the action of arbitrary loads is introduced , and this equation is checked with the practical example . thus , this complicated question is settled concretely
文摘:导出了在载荷作用下任意段的阶梯状变截面弹性支座连续梁的通用五弯矩方程式,并以实例进行了验算，从而使阶梯状变截面弹性支座连续梁这一复杂问题得到了具体的解决 |
| 9. | Using the complex potential method in the plane theory of elasticity of an anisotropic body , a series solution to the stress field of a finite plate containing multiple cracks subjected to arbitrary loads is obtained by means of the faber series expansion , and the stress intensity factors at the crack tips are calculated based on the theories of fracture mechanics . equivalence yield stress is introduced in order to consider the effects of the plastic zones , with which the strip yield criteria is developed in the article so that the effects of structural size and the crack interactions on the stress distribution can be considered accurately . the effects of plate size , crack size and crack distributions on the stress intensity factors as well as the residual strength of the plate are studied detailedly
采用各向异性体平面弹性理论中的复势方法，以faber级数为工具，得到了含多裂纹有限大板在任意载荷作用下应力场的级数解，并应用断裂力学方法确定裂纹尖端的应力强度因子；引入当量屈服应力考虑裂尖塑性区的影响，提出基于带屈服准则的剩余强度分析模型，能够充分考虑结构尺寸和裂纹之间相互作用对应力场的影响；通过数值计算详细讨论了结构尺寸和裂纹之间位置关系对应力强度因子和结构剩余强度的影响规律，得到了一系列对工程应用具有实用价值的结论。 |
| 10. | When the load is circumferential periodicity , considering only one sector ; when the structure subjected to arbitrary load , at first , using dft technique , the complete structure is analyzed by only a series of substructures with appropriate complex constraints on its boundry with the adjacent setors
同时，对结构进行静态分析时，根据受力状态，即结构受到周期性载荷和任意载荷这两种状况，分别对其进行静态分析。当结构作用任意载荷时，利用离散傅立叶变换把整个结构的分析转化为带有复约束条件的一系列子结构的分析。 |
