| 1. | Analytical and calculative method of stability of mingshan landslide in the three gorges reservoir area
三峡库区名山滑坡稳定性的计算分析 |
| 2. | Shear abilities and calculative methods of precasted concrete joints with steel flber high performance concrete
预制结构钢纤维高强混凝土节点抗剪能力及其计算方法 |
| 3. | Var has two calculative methods : parameter method and simulative method . both have advantages and disadvantages
Var有参量与模拟两种计算方法，它们各有优劣。 |
| 4. | This article simply introduces the calculative method based on the application in the city - highway tunnel
文章结合它在某城市公路隧道中的应用，介绍了其计算方法。 |
| 5. | Compared with other traditional calculative methods , the method in this thesis is simple , has fast calculation speed and can satisfy the need of on - line preventive control
与以往的计算方法相比，该法简单实用，计算速度快，能满足在线预防控制的需要。 |
| 6. | Corbels , deep beams and pile caps are included basically in non - flexural elements , the calculative theory of which is relatively complicated , and its calculative method of which is not consistent
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。 |
| 7. | Abstract : to bring forward the calculative method of producing dust capacity in blast work . the difficult problem is solved to judge the effect of dustproof , because of the mensuration position
文摘:提出爆破作业后产尘量的计算方法。解决了由于爆破地点和测定位置的变化，而难以衡量防尘效果的难题。 |
| 8. | Thorough study has been done to solve the problems . a fast cct calculative method was suggested which could satisfy the precision need , the method was applied in the preventive control of the generator outputs
本文正是着眼于上述问题，进行了大量的研究工作，提出了一种快速的能满足精度要求的临界切除时间的计算方法，并将该方法应用于发电机出力的预防控制之中。 |
| 9. | According to the character of suspension bridge , firstly the theory of construction control calculation of suspension bridge is analyzed and a new calculative method which is the analytical numerical theory and limited displacement theory is put forward
针对悬索桥结构的受力与变形特点，首先，分析了悬索桥施工控制原理，提出了悬索桥施工控制分析计算软件设计的新思路，即综合采用悬索桥解析理论和有限位移理论的计算方法。 |
| 10. | Also , the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors . firstly , the article introduced the calculative methods and theory of local stress and strain of bridge structure . then program software system of finite element method was introduced . after that , the influential factors to the calculatial result and their values were analysed and suggested
本文首先介绍了桥梁结构局部应力应变计算理论和方法，对有限元计算程序进行了介绍，然后分析了纵横隔板设置、梁高及梁宽变化等因素对钢箱梁桥面板在恒载作用下的横向挠度的影响，并将这些计算结果进行对照分析，从而找出了影响桥面板横向挠度的主要影响因素，并得出了相应的数值可供工程实践参考。 |
