statically indeterminate structure造句

例句与造句

1. The analysis of statically indeterminate structures generally requires the solution of linear simultaneous .
   静不定结构分析一般需要求解线性联立方程式。
2. A statically indeterminate structure will usually sustain loads in excess of that at first yield before instability occurs .
   超静定结构通常在失稳之前，既使超过第一个屈服点还能承受载荷。
3. Calculation of displacement of statically indeterminate structure
   超静定结构的位移计算
4. Statically indeterminate structure
   超静定结构11
5. A new superposition formula in the analysis of statically indeterminate structures by force method
   超静定结构力法分析中一个新的叠加公式
6. It's difficult to find statically indeterminate structure in a sentence. 用statically indeterminate structure造句挺难的
7. For the statically indeterminate structure of pestressed concrete , it is especially have the favor of the designers by its superiority
   预应力混凝土超静定结构,更是以其优越的结构性能备受设计人员的青睐。
8. The comparison is made between the features of the statically indeterminate structures and the extra - statically ones under the higher temperature and normal temperature
   另外比较了高温下静定结构与超静定结构性能的差别，以及它们与常温下结构性能的差别。
9. The measurement method and its corresponding transducers used in the test are reliable in the measurement of the redundant reactions of extra - statically indeterminate structures
   本文设计和使用的超静结构内力量测方法和相应的传感器，经过试验证明是可靠的。
10. The truss arch structure is a three - dimensional higher statically indeterminate structure , and no definite expression of the performance function can be given for its unbelievable complexity
    桁架拱结构是一个高次超静定的复杂三维结构，构件的功能函数没有明确表达式。
11. Rigid - framed arch bridge is a statically indeterminate structure with thrusting force and over the cross section of the bridge structure induce obvious stresses resulted from temperature variations . however , because of the complexity of this bridge structures , it is so difficult to calculate temperature stress , and that researchers and designers have to simplify the calculating methods , and get inaccurate conclusions
    刚架拱桥是一种有推力的高次超静定结构，温度效应对其的影响相当明显；但由于其构造复杂，计算结构的温度应力存在着很大的困难，这就使得研究和设计人员采取简化的计算方法，但得出的结论粗糙。
12. And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated . the self - stress mode of sunflower - patterned cable dome must be positive , and the mechanisms mode equals to zero . it seems like statically indeterminate structures and is geometrical stable structure
    明确了葵花型索穹顶结构形态分析的具体内容；阐述了用平衡矩阵理论和简化算法求解索穹顶结构初始预应力的过程，指出葵花型索穹顶结构的自应力模态s 0且机构位移模态m = 0 ，相当于结构力学中的超静定结构，同时它也是几何稳定的结构；提出了考虑结构自重时葵花型索穹顶结构初始预应力的求解方法，这种方法求得的初始预应力更加准确。
13. Then the area of ordinary steel bar may be calculated with the equation of ultimate bending capacity on normal sections and structures in detail . the method avoids the problems of the secondary internal force produced by the prestress and the troublesome " passive design " . the method makes design more simple , reasonable and economical , the new design mode of prestressed concrete structures in statically indeterminate structures is improved
    该方法以预应力混凝土结构中所有预应力混凝土构件同时满足两类极限状态为设计原则，从整体上考虑了以结构中每一预应力混凝土构件满足使用性能为要求联立方程，确定预应力筋，再利用正截面承载力计算公式和构造要求确定非预应力筋。
14. In consideration of the principle in which all of the prestressed concrete members in a same structure have to satisfy the two types of limit state , the design method on normal section of prestressed concrete members in statically indeterminate structures , taking account of the effect of the prestressing process , is presented to avoid the shortage in design method of post - tensioned bonded concrete frame structures at present
    本文针对现行超静定预应力混凝土框架结构设计方法还存在的一些问题，在前人的基础之上对现行超静定预应力混凝土结构设计方法加以分析和研究，提出了一种超静定预应力混凝土结构构件正截面设计的单位面积法。