整体稳定系数,integral stability coefficient
1)integral stability coefficient整体稳定系数
1.For HW sectionintegral stability coefficient smallererror value section, belongs to the particular case, which is both of the flange edgeand web plate in equal thi.对于国标《热轧H型钢和剖分T型钢》(GB/T11263-)热轧H型钢截面规格表中，HW型整体稳定系数较小误差值的截面，属于翼缘与腹板厚度相等的特别情况，这也符合扭转惯性矩公式的简化中，翼缘厚度与腹板厚度相等的假定；HN型截面高度在600mm以上(且梁的计算长度较大时)的规格，大多数型号的计算误差都超过了10％；HT型作为国标GB/T11263-新增的类型，在小截面，特别是翼缘宽度小于100mm的型号的误差较大，翼缘宽度越小其误差越大。
英文短句/例句
1.Study of Integral Stability Coefficient for Homemade Rolled H-section Steel Beam;国产轧制H型钢梁整体稳定系数取值研究
2.Study on Coordinated Parameter Design for Power System Stabilizers to Enhance Overall Rotor Angle Stability用于增强系统整体功角稳定性的电力系统稳定器参数协调设计
3.Moment Amplification Factors of Columns in Frame-Flexural Bracing Systems and the Overall Elastic Stability;框架—弯曲型支撑体系中框架柱的弯矩放大系数及整体弹性稳定
4.Study on the Optimal Algorithm of Parameters of Power System Stabilizer;电力系统稳定器（PSS）参数优化整定的研究
5.Physical and Mathematical Model Study for Stability of Arch Dams;拱坝整体稳定的物理模型和数学模型研究
6.Research on Unitary Stability of Long Span CFST Bow String Arch Bridges;大跨径钢管混凝土系杆拱桥整体稳定性研究
7.We rst use three different methods to analyze the global stability of the unique positive equilibrium point of the system without time delay.首先，我们利用三种不同方法分析不具时滞参数之竞争系统的整体稳定性。
8.Influence of the unsteady seepage on the overall stability of foundation pit非稳定渗流对基坑整体稳定性的影响
9.Influence of Soil Parameters on Soil Slope Safety Factor of Stability;土体力学参数对土坡稳定安全系数影响分析
10.Determination of Stability Constant of Complexes Formed by Amino Acid and Cu(II) Ions in Two Different Systems;两种体系中甘氨酸合铜配合物稳定常数的测定
11.The Research Advance of Quantitative Relationships among the Stability Constants of Complexes in Solution System;溶液体系配合物稳定常数间定量关系的研究进展(Ⅱ)——配合物稳定常数间的定量关系
12.Research on Influence of VDCOL Parameter Setting Improvement on Transient Stability of Multi-infeed HVDC Transmission SystemVDCOL参数整定的改进对多馈入直流输电系统暂态稳定性的影响研究
13.Reduced safety factor evaluation system for soil slopes土坡稳定分析最小折减安全系数评价体系研究
14.Calculation and Stability Analysis on Integral Steel Side Formwork of Continuous Box-Girder in Qingdao Bay-Bridge青岛海湾大桥箱梁整体钢侧模支架体系计算及抗倾覆稳定分析
15.Global Existence and Exponential Stability in H～4 for the Nonlinear Compressible Navier-Stokes Equations;非线性可压缩Navier-Stokes方程在H～4中解的整体存在性和指数稳定性
16.Recursive total least l_p-norm algorithm for adaptive ⅡR filtering in α stable noise environmentsα稳定噪声环境下ⅡR自适应滤波递归整体最小P-范数算法
17.NUMERICAL SIMULATION OF STEADY/UNSTEADY FLOW IN FRACTURED ROCK MASSES裂隙岩体稳定/非稳定渗流数值模拟
18.Study on the Average Heat Transfer Coefficient of the Railway Car Body in State of Steady Conduction客车车体稳定导热平均传热系数的研究
相关短句/例句
whole stability coefficient整体稳定性系数
3)the safety factor of stability整体稳定安全系数
1.On the basis of this, an analytic formula of function is derived and the formula shows the relationship amongthe safety factor of stability and geotechnical parameters, retaining and protecting parameters, distribution of ground load, the depth of foundation pit excavation and coordinates.在此基础上,提出了土钉墙整体稳定安全系数与岩土参数、支护参数、地面附加荷载分布状态、基坑开挖深度及滑动圆圆心坐标之间的函数解析表达式。
4)coefficient of global stabilization整体稳定性安全系数
1.In this paper, we will discuss the soil-nailed length problem and find a new method to adopt thecoefficient of global stabilization to design soil-nailed length ,which ensures the project to be safe and economy.本文就土钉的长度计算问题,结合目前土钉设计情况,谈谈如何就整体稳定性安全系数来确定土钉长度,使之既安全又合理。
5)over-all stability reduction coefficient of steel beam钢梁整体稳定系数
6)global exponential stability整体指数稳定性
1.Under the control law of the form u(0) = ux(1) = u_(xx)(0) = σu_(xxx)(1) - εu(1)u_(xx)(1)-(?)(u(1)) = 0, we prove the H1-global exponential stability, H4-global asymptotic stability.在[0,1]区间上研究带耗散项的浅水波方程由边界反馈引起的整体指数稳定性。
2.The H1-global exponential stability and H2global exponential stability are discussed.主要研究广义超弹性杆方程的初边值问题,讨论方程在区间[0,1],及边界条件u(0,t)=ux(1,t)=uxx(0,t)=0,-u(1,t)uxx(1,t)=φ(u(1,t))下,整体解的存在性,H1-整体指数稳定性估计及H2-整体渐进稳定性估计。
延伸阅读
稳定极限和静态稳定储备系数稳定极限和静态稳定储备系数stability limit and steady state stability marginwend一ngJ一xlorl heJ一r飞gt。}咖erld一rlgc}〕LJ匕fJ稳定极限和静态稳定储备系数x}S)〕走』limit and steady一state stability margin)力系统德定。(stability 见电
