| 1. | But the loading and support conditions are such that a solution is very difficult indeed .
但是荷载和支承条件使得求解实际上很困难。 |
| 2. | The forces must satisfy the conditions of equilibrium and produce deformations compatible with the continuity of structure and the support conditions .
所有力必须满足平衡条件并产生与结构连续性与支承条件相协调的变形。 |
| 3. | Theoretic solution for rectangular thin plate with arbitrary boundary conditions by symplectic geometry method
四边任意支承条件下弹性矩形薄板弯曲问题的解析解 |
| 4. | This can be a basis for eliminating the case crack damage by restraining the occurrence of the dangerous bending moments through improving the mounting conditions of the power - train system
这为通过改进传动系的支承条件，避免壳体出现早期破裂损坏提供参考依据。 |
| 5. | These command batch files benefit structure designers who familiar with ansys command . this paper accordingly draws up quickly consulted tables for those who do not familiar with ansts command
对于不熟悉ansys操作的工程设计人员，本文通过大量的优化分析，提供了上述三种支承条件下的玻璃优化设计速查表。 |
| 6. | The selection of neutral - point earthing ways of the hydrogenerator of left - bank power station in the three gorges project should be related to one - point earthing protection of the stator of its generator within one hundred percent framework
三峡船闸高边坡，因地应力释放、渗流条件变化和岩石徐变，使岩坡产生缓慢位移，改变了人字门的支承条件，从而影响到人字门的正常工作。 |
| 7. | At the same time , we have conducted the thorough value simulator study in view of the different finite element model to two kind of elementary theories , and has carried on the comparative analysis to the analogue result , obtains them under the different supporting condition respective characteristic
与此同时,我们针对不同的有限元模型对两种基本理论进行了深入的数值模拟研究,并且对模拟结果进行了比较分析,得出它们在不同的支承条件下各自的特点。 |
| 8. | Nonlinear constitutive relations are discussed for analyzing the stress distribution , the appearance and development of the cracks , as well as the behavior of the boundary conditions of the two way slabs respectively . in the light of the experimental research on r . c . two way slabs under static loading , the behavior of yield line , the load deformation curves and the crack yield , plastic limit loads of slabs with different supporting conditions are studied
根据反映双向板混凝土材料非匀质性的本构关系，分析了双向板在荷载作用下的变形、屈服、裂缝和破坏的形态特性，并对钢筋混凝土双向板在不同支承条件下的塑性极限荷载、正常使用挠度(曲线)和截面设计作了进一步研究。 |
| 9. | On the basis of the traditional elasticity theory , nonlinear theory , ultimate theory and theory of reinforced concrete slabs with simple - supported condition , this paper analyzes the whole process of reinforced concrete thin slabs in the loading test of distributing static load , on the objects of reinforced concrete thin slabs with complex geometry , complex boundary condition and distributing of reinforce bars . and then analyzes the load capacity under the effecting of static load
本文在传统的钢筋混凝土弹性理论、非线性理论和极限理论以及在简单支承条件下的钢筋混凝土板理论的基础上，以复杂几何形状、边界条件及配筋形式的钢筋混凝土薄板为研究对象，对其在静力分配梁加载下的加荷试验的全过程进行分析，并对其在静荷作用下的受力性能进行分析。 |
| 10. | 2 . the complex stiffness corresponding to three bearing conditions of semi - infinite elastic subgrade , finite elastic soil layer and end bearing at the pile bottom are theoretically investigated , and analytical expression of the complex stiffness corresponding to finite elastic soil layer bearing condition is obtained . the special influence of bearing conditions on dynamic response at pile head is then discussed
2 、对刚性支承、有限厚度土层支承和半无限空间支承三种桩底部支承情况下桩底支承复刚度和桩周土底分布支承复刚度的解析表达及其特性进行了推导论证，通过假定桩底土为与桩等截面的土柱推导求得有限厚土层支承条件下桩底支承复刚度的解析解，并据此分析了不同底部支承边界对桩顶响应的影响。 |
