| 1. | This paper covers a batch plate local stability checking method
摘要介绍一种批量校核板的局部稳定性的方法。 |
| 2. | Stability checking of bearing - bracket in construction of concrete - filled steel pipe arch bridge
钢管混凝土拱桥施工支架稳定性验算 |
| 3. | The method and model of measured value stability check and monitor for complicated testing system
复杂测试系统量值稳定性检查监控方法及模型 |
| 4. | Systems with mixed uncertainties ; perturbation bounds ; integral quadratic constraint ; parametric uncertainty ; stability checking
混合摄动摄动界积分二次约束参数不确定稳定检验 |
| 5. | This paper particularly analyze the characteristic of bulk grain and request of stability check of imo combining the loading practice in transport of bulk grain carrier
本文结合散装谷物船舶运输中配载的实际情况，具体分析了谷物的特性和imo对散装谷物船舶稳性校核的要求。 |
| 6. | In the south : , the rainfall is one of the main influence factors of the stability of slope by the highway . the stability checking computations in slight saturate slope does n ' t consider the influence of the
在非饱和土坡稳定性验算中，由一于非饱和土体中基质吸力对边坡稳定性有利，故不考虑孔隙水压力的影响。 |
| 7. | A new method and the principle is presented for plotting the critical metacentric height curve which meets imo ' s intact stability criteria and weather criteria , and the critical metacentric height curve which meets 1976 solas intact stability criteria . and the critical metacentric height curve is used in the stability check of bulk grain carriers in accordance with the stability rules for bulk grain ca rriers
本文还具体给出了满足imo完整稳性和天气衡准的临界初稳性高度的求作方法，以及满足1976solas公约散装谷物船舶的稳性衡准要求的临界初稳性高度的原理和求作方法，并将由此得到的临界初稳性高度曲线综合运用到散装谷物船舶的稳性校核。 |
| 8. | After the comparison of the stability checking computations and the section categorised situation both at home and abroad the current standard , some problems was discussed in the standard of our country . contraposed these questions , the paper computed the space stability coefficient of some general t - shaped and l - shaped sections and all the sections of t - shaped , l - shaped and 2 - angle iron t - shaped in the formed - steel - table , and worked out the curves . according to the comparison of the curves the paper got and the curve in the standard , some simple conclusions was put
对国内外现行规范轴压柱稳定验算方法及柱子曲线截面分类情况进行了对比，讨论了我国规范曲线中存在的一些问题，并针对这些问题，以规范初始弯曲值对任意“ t ”形和“ l ”形截面和型钢表中所有t型钢、 l型钢、双角钢t形钢截面的空间稳定系数进行了计算，作出其与规范曲线的比较图，通过计算结果的分析对各类截面归类情况作了简单的评述，其中提出的一些建议可以作为规范修订的参考依据；同时，这些计算结果也进一步证明了本文的柱子空间稳定分析方法的正确性。 |
| 9. | The stability perturbation bounds of a single - input - single - output system with both parametric and dynamic uncertainties is studied . the parametric uncertainties of the systems are described by interval perturbation mode , and the dynamic uncertainties are characterized by an integral quadratic constraint . based on the concepts of the minkowski functional , the problem of stability perturbation bounds is discussed , and for different uncertainty structures of the systems , the infinite stability checking problem of the mixed uncertain system can be converted to finite vertex - checking results and the edge - checking results
系统的正向通道为带有参数不确定性的线性系统，其不确定性为区间摄动模式，反馈通道为由积分二次约束给出的输入输出不确定性加以描述。用minkowski泛函给出区间摄动模式下的摄动界的定义，并给出参数空间中混合摄动模式下系统摄动界的估计式。 |
