| 1. | For meet ing the conditi on , there must be a shear and a moment cal1ed " edge 1oads " at the interface between adjacent two cyl inders
为满足此变形协调条件，于各段筒体连接截面处必然存在一剪力和弯矩? ?边缘载荷。 |
| 2. | The common work of pile - soil - structure is regarded to an entirety , and should meet the coordination condition on contact side each other
桩-土-上部结构的共同作用是把三者看成一个整体，并要满足相互之间在接触部位的变形协调条件。 |
| 3. | And then , some examples show the problems can be solved by their compatibility equations of deformation and static equations of equilibrium easily
实例证明，将这种方法得到的变形协调方程与静力干衡方程联立可方便地求解拉压超静定问题。 |
| 4. | After analyzing deformation of each cirque , with combined cirque method , pressure - bearing ratio of steel lining and rock is obtained in the condition of coincident deformation among each cirque
并利用变形协调条件，推导出各环变形的解析解，得到钢衬和围岩的压力分担比。 |
| 5. | The relation between deformation of bar under normal force and node displacement is analyzed and applied to setting up compatibility equations of deformation for statically indeterminate problems
摘要分析了轴向拉压杆件的变形与杆端结点位移之间的关系，并将其应用于拉压超静定问题变形协调方程的建立。 |
| 6. | By satisfying the equilibrium of inter - force and coordination of deformation , the stress and the loading capacity of the prestressed concrete filled steel tubular structure are analyzed and calculated ; 4
在满足内力平衡和变形协调条件下，对预应力钢管混凝土结构的受力全过程作了应力分析和承载能力计算； 4 |
| 7. | But that of supper quiet fixed structure can not be computed only with quiet equilibrium condition , it must be considered the flexible deformed coordinative condition of structure in same time
超静定结构的支座反力和各截面的内力不能完全出静力平衡条件叩。地确定，必须考虑结构的弹性变形协调条件确定之。 |
| 8. | To the crib groundsill , used the method of neglect the torsion effect and take it as a vane grillage foundation . then , divide the crib groundsill to vertical and horizontal beams , which are based on elastic ground
对框架型地梁按不考虑扭矩条件下的变形协调十字交叉梁法进行受力分配，拆解为单根地梁，按单梁方法进行计算。 |
| 9. | Then , the edge 1oads can be so1ved according to the coordination condi tions of deformation , and the radia1 disp1acements and rotat ions of each individua1 cy1 inder under corresponding edge 1oads can be obtained
于是，依据边缘变形协调条件，可求出各筒体边缘载荷。然后，可求得各圆筒在相应边缘载荷作用下的径向位移和转角。 |
| 10. | Finally , the strain composed method to calculate the settlement of the composite foundation was put forward when the pile - soil deformation harmony is discussed in the process of analysis of deformation modulus
最后，通过分析复合地基变形模量随荷载变化规律，深入探讨桩土变形协调关系，提出了碎石桩复合地基沉降计算的应变合成法。 |
