| 1. | The comparison of method for calculating the wave forces on perforated caissons
开孔沉箱总水平力若干计算方法的比较 |
| 2. | In order to simplify computing , we always ignore the effect of secondary frame to resist the horizontal loads in designing the mage - frame
在结构设计时,为了简化计算,常常认为次框架不参与抵抗水平力。 |
| 3. | This paper discusses the design of bridge and the action of longitudinal force on the bridge pier , and draws the main result of the structural computation
本文介绍了桥梁设计情况并讨论了纵向水平力的组合及对墩台设计的影响，给出了结构计算结果。 |
| 4. | Guyed mast present high deformation under horizontal forces , so geometrical non - linearity must be considered in the static and dynamic analysis of guyed mast
在水平力的作用下，桅杆结构变形呈现大变形特征，因此，在结构的静、动力分析中必须考虑其几何非线性效应。 |
| 5. | 3 . using the fea program which was programmed before to analyze the main factor which will affect the ability of the resistant for the lateral load and the offset of the pile 4
3 、本文利用前文编制的单桩抗水平力有限元计算程序分析了影响单桩抗水平承载力以及位移的主要因素。 |
| 6. | 2 ) the three dimensions fem is used to investigate the displacement and forces of staggered truss with different foundation in elasto - plastic ground under horizontal and vertical loads
2 )利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。 |
| 7. | The biggest difference from the usual down bearing arch structure lies in this points that the four tectonic cracks on its two down beans ca n ' t constrain the level forces
它与常规的下承式拱架支承结构的最大区别在于它的两道下弦杆设置了四道断缝，从而使下弦杆失去对拱脚水平力的约束作用。 |
| 8. | 2 . by comparing the different result of p - y curve method in different , some flaws of p - y curve used in china are found . an experiment was carried out to get data for the updated p - y curve method
2 、本文比较了p - y曲线法在不同地区的应用情况，并通过实验，总结实验数据得到了在本地区抗水平力桩的受力p - y曲线法计算公式的参数的取法。 |
| 9. | Using ansys fea program to analyze the behavior of group pile under lateral load and some useful conclusion are got the result which are got in this thesis will be useful for the design and the use of the pile under lateral load 5
本文通过实验提出的对p - y曲线计算公式的修正以及对单桩，群桩抗水平力特性的有限元分析得到的结论对抗水平力桩的设计和工程应用有一定的帮助。 |
| 10. | Shear wall will bear mostly part of horizontal force . in this case , it can satisfy the limitation of displacement , and can be insure that the bottom shear force , natural vibration period of structure and the displacement curve can be novel . furthermore , it can supply good base for proceeding design
在合理的布置下，剪力墙承担大部分水平力，使结构满足侧移限值，并使结构的底部剪力，自振周期及侧移曲线不发生异常，并为以后的工作打下良好的基础。 |
