| 1. | A contrast research on finite element method , static method , and empirical method
静力法和经验法对比研究 |
| 2. | Testing methods for rubber and plastics hoses - part 2 : hydrostatic testing
橡胶和塑料软管的测试方法.第2部分:液体静力法 |
| 3. | The pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation
受各种条件限制，挡土墙的抗震验算，仍普遍采用拟静力法(以下简称静力法) 。 |
| 4. | The nonlinear analysis of reinforced concrete shear walls includes static analysis method , time - history analysis method and push - over analysis method
剪力墙结构的非线性分析方法主要有静力法、动力时程分析法和侧推分析方法(即push - over分析方法) 。 |
| 5. | Compared with the static method and kinematic method computing deformation directly , the method presented here bring high efficiency when calculating the influence surface of the internal force for curved - bar grillage
与静力法及直接求解位移的机动法相比，使曲杆梁格内力影响面计算效率得到了很大提高。 |
| 6. | The earthquake force was ignored during designing midget pump station , while the pseudo - static method just gave approximate calculation to the large and medium pump station ever
在以往的泵站设计中，对于小型泵站，一般不考虑地震力；对于大中型泵站，即使考虑地震载荷大多都运用拟静力法，进行大致的近似计算。 |
| 7. | The quasi - static method based on limit equilibrium method is too simplified so that there will be too many errors . the methods to solve slope stability and slope stability with soil nailing structure are summarized in the paper
对于地震作用下的边坡整体稳定及安全系数计算研究文献还比较少,基于极限平衡的拟静力法计算过于简化,误差较大。 |
| 8. | Evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of manla rockfill dam under earthquake condition , give design scheme of the manla dam according to the analysis result
通过拟静力法和动力有限元法得到的计算成果进行的对比分析，对满拉堆石坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出措施。 |
| 9. | Utilizing finite element method , found the safety factor of the dam slope . evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of hada mountain embankment dam under earthquake condition
对拟静力法和有限元法得到的计算成果进行了对比分析，对哈达山土坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出了一些建议。 |
| 10. | The classical frequency - domain theory forms a basis of bridge vibration analysis , however such method has some limitations . some literatures show that the time - domain analysis method has advantages for vibration analysis . because of the research on time - domain vibration analysis developed only in recent years and the theory is n ' t perfect enough , it needs to be made further investigation
经典的简化静力法存在一定的局限性；反应谱法为中、小跨桥梁的抗震设计提供了广泛的应用，但对解决大跨度桥梁的线性与非线性问题存在明显不足；时程分析法由于该领域的研究起步较晚，目前的理论和方法还不甚成熟，有待于进一步深入研究。 |
