| 1. | And the results of the static stress were applied on the analysis of seismic reaction
随后把计算得到的静应力状西安理工大学工程硕士学位论文态用于地震反应分析的初始应力场中。 |
| 2. | The result indicates that the maximum stress on the runner is mainly in proportion to the turbine output
结果表明在大部分工况下该转轮叶片最大静应力基本上与水轮机功率成线性关系。 |
| 3. | 2 the maximum stress and the maximum stress location and the distribution of the stress are attained through the static analysis of building up finite element module
2 、对建立的有限元模型进行静强度分析，得到各个工况该泵车的最大静应力值和最大静应力位置及各构件的静应力分布。 |
| 4. | In this paper , spindle fem computation model taking solid as basic unit is established . based on this model , firstly , static stress is analyzed and the stress distribution of spindle under various static woking condition is attained ; secondly , transient analysis is carried out
本文建立了以实体单元为基本单元的大轴有限元计算模型，在此模型基础上首先进行静应力分析，得到各静工况下的应力分布；随后进行瞬态的冲击载荷分析。 |
| 5. | Data processing software is designed for tbs - 2000 strain measuring system in the classical virtual instruments engineering workbench ; it is applied to process the data which are acquired in the way of dynamic stress analysis , statistic stress analysis and proper frequency analysis
利用虚拟仪器的典型开发平台labview针对tbs ? 2000应变测试系统开发了数据处理软件；利用该数据处理软件对测试所得的数据进行了动、静应力分析和固有频率分析。 |
| 6. | In this paper , on the basis of the numerical analysis with the concept of equivalent soil mass with reinforcement and shake table model test , the calculation of high loess embankment with geogrid - reinforcement in highway is carried out under static loading , and the dynamic response of high reinforced sand - gravel embankment with grogrid - reinforcement in highway is tested under earthquake . the behaviors of loess embankment are indicated as the following : ? he stress and deformation varies with reinforcement design conditions and foundation types
本文通过将土工合成材料与土体视为加筋等效土体的数值计算方法和振动台模型试验，以加筋黄土高路堤和竖直挡板加筋砂砾土高路堤为研究对象，计算分析了不同堤基上不同加筋设计条件下黄土高路堤的静应力及变形变化规律，试验研究了不同加筋条件下砂砾土高路堤的动力反应特性。 |
| 7. | Secondly , the static stress and strain characteristic of polymer - geogrid reinforced earth is summarized , the pulling stress distributing of the reinforced material in the earth walls , the interface characteristeric between the reinforced material and earth and the friction stress distributing between the reinforced material and earth are analysed
然后，总结了塑料土工格栅加筋土静应力应变特性的一般理论，分析了塑料土工格栅筋材在挡墙中的拉应力分布和塑料土工格栅与土的界面特性以及筋土间摩擦应力的分布。 |
| 8. | Based on total stress index of property of statics and dynamics of dam body and dam base materials which obtained from test , utilizing duncan - chang hyperbola model and equipollence linearity model to analysis static state and dynamic stress state affected by earthquake of hada mountain dam body and dam base
根据试验得到的坝体和坝基材料的静动力学性质的总应力指标，计算中采用duncan ? chang双曲线模型和等效线性模型，分析了哈达山坝体和坝基的静应力状态以及它们在地震作用下的动应力状态。 |
| 9. | Taking the earth - rock dams with straight clay core constructed on thick moraine cover foundation and directly built on bed - rocks with the same sizes and the same materials for example , two - dimensional dynamic fem programme is used to contrast and analyze the static stress distribution and dynamic response difference of two types of high earth - rock dams in the intensive earthquake zones
摘要以相同尺度和相同材料的建造在深厚覆盖层上直心墙土石坝和直接建设在基岩上的直心墙土石坝为例，采用二维动力有限元程序对比和分析了强震区两种高土石坝的静应力分布和动力反应的差异。 |
| 10. | Utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give , a primary conclusion . . utilizing static finite element method based on duncan - chang hyperhola modelfound the static stress riele , make the foundation for hynamical finite element analysis . utilizing dynamical finite element method based on equipollence linearity model , found the dynamical stress field and the acceleration field , make the foundation for calculated the safety factor of the dam slop with finite element method
运用拟静力法的基本原理，对满拉堆石坝的坝坡稳定进行了分析研究，得出了初步结论；采用duncan - chang双曲线模型，用计算土石坝应力及变形的静力有限元程序，对满拉堆石坝进行了静力有限元分析，得到了坝体的静应力场分布，为动力有限元计算打下基础。 |
