强度折减系数法,strength reduction method
1)strength reduction method强度折减系数法
1.Thestrength reduction method is used to study instability of the retaining wall.采用有限元方法,通过建立加筋土结构模型来分析水平-竖向组合式(H-V)加筋土挡墙中土-筋的相互作用关系,并且运用强度折减系数法,分析水平加筋土挡墙和H-V加筋土挡墙达到极限破坏时的安全系数,同时比较两者达到极限破坏时其塑性区域的分布状况。
英文短句/例句
1.Numerical Simulation of Foundation Pit Based on the Shear Strength Reduction基于强度折减系数法的基坑数值仿真分析
2.Using FEM Strength Reduction Method Based on ANSYS to Solve Slope Safety Coefficients基于ANSYS的有限元强度折减法求边坡安全系数
3.Determination of Tunnel Safety Coefficient Based on Finite Element Strength Reduction Method基于有限元强度折减法确定某隧道的安全系数
4.On strength reduction factors used for seismic design of structures结构抗震设计中的强度折减系数研究
5.On the Strength ReductiOn Factor in Plastic Design of Steel Structures关于钢结构塑性设计的强度折减系数
6.The Seismic Behavior Factors of Single Sway Rod Concentrically Braced Steel Frames单斜杆中心支撑钢框架强度折减系数
7.Slope safety factor by methods of particle flow code strength reduction and gravity increase颗粒流强度折减法和重力增加法的边坡安全系数研究
8.Strength Reduction Factor and Structure Influencing Factor of One-story Steel Frames;强度折减系数及单层钢框架结构影响系数
9.Research on Calculation of Soil-slope Safety Factor by Strength Reduction Finite Element Method有限元强度折减法计算土坡稳定安全系数的研究
10.Discussion on method for calculating general safety factor of underground caverns based on strength reduction theory基于强度折减原理的地下洞室群整体安全系数计算方法探讨
11.CALCULATING SAFETY FACTOR OF SLOPE STABILITY BY FINITE ELEMENT METHOD BASING ON STRENGTH-REDUCTION基于强度折减的有限元方法求边坡稳定安全系数
12.Inelastic displacement amplification factor for ductile structures with the same strength reduction factor等强度折减下延性结构的位移放大系数
13.Stability analysis on reinforced retaining wall by strength reduction method基于强度折减法的加筋土挡墙稳定性数值分析
14.Overstrength and Strength Reduction Factor of Partially Restrained Steel Frame With RC Infill Walls半刚接钢框架内填RC墙结构超强及强度折减系数研究
15.Strength reduction factor spectra of constant ductility factors for bi-directional earthquake motions双向地震作用下等延性强度折减系数反应谱研究
16.The Numerical Study of the Slope Failure Based on FEM Strength Reduction Method基于有限元强度折减法边坡失稳的数值试验研究
17.Strength Reduction Method and Ansys Simulation on Stability of Slope边坡稳定强度折减法及ANSYS模拟
18.Strength Reduced Method Applied in Slope of Foundation Pit强度折减法在基坑边坡设计中的应用
相关短句/例句
strength reduction by FEM有限元强度折减系数法
1.This paper analyzed the stability problem of some deep foundation pit by using Mohr-Coulomb equivalent area circle yield criterion andstrength reduction by FEM.将Mohr-Coulomb等面积圆屈服准则和有限元强度折减系数法相结合,提出了在平面应变条件下有限元分析模型的选取、边界条件的处理方法、收敛条件,以及采用大型通用有限元程序ANSYS分析边坡稳定时c、φ值的替换原则,最后用于分析某工程深基坑复合边坡的稳定问题,给出该工程边坡的安全系数。
2.The stability problem of some deep foundation pit is analyzed by Mohr-Coulomb equivalent area circle yield criterion andstrength reduction by FEM.采用Mohr-Coulomb等面积圆屈服准则和有限元强度折减系数法分析某工程深基坑复合边坡的稳定问题, 提出了在平面应变条件下有限元分析模型的选取、边界条件的处理方法、收敛条件, 以及采用大型通用软件ANSYS分析边坡稳定时c、φ值的替换原则; 计算出该工程边坡的安全系数为 1 718。
3.Finally,connecting this new criterion withstrength reduction by FEM, the saf.最后把本文提出的新准则与有限元强度折减系数法结合起来,通过对c、φ的等效替换,利用ANSYS通用程序进行边坡稳定分析,所得结果与极限平衡法吻合良好。
3)reduction coefficient method of shear strength抗剪强度折减系数法
4)strength reduction method of interface parameters接触面强度折减系数法
5)strength reduction coefficient强度折减系数
1.This paper presents the FR steel basic character,then comparison research on the mechanical properties of two fire-resistant(FR) steel and a conventional structural steel have been investigated beween the temperature range of 20～700 ℃,the results show that thestrength reduction coefficient of the FR steel is higher than that of the conventional structural steel in the .介绍了耐火钢的特点,通过试验对普通建筑用钢与两种耐火钢从常温到700℃高温的力学性能进行了对比研究,结果表明:温度在400~700℃之间,耐火钢的强度折减系数比普通建筑用钢高出很多;以钢材常温屈服强度的50%为破坏标准,普通建筑用钢与两种耐火钢的临界温度分别为550℃、650℃、660℃。
6)strength reduction factor强度折减系数
1.Analysis of seismicstrength reduction factors for shear-type structures;剪切型结构的抗震强度折减系数研究
2.Three kinds of safety factors,such as the conventional safety factor,overload factor,andstrength reduction factor were defined based on the general multi-parameter strength criteria.从一般的多参数强度准则出发,分别给出了传统安全系数、超载系数和强度折减系数的定义,根据其物理、几何意义,结合最简单的多参数强度准则——Mohr-Coulomb准则,对各种安全系数进行了分析与讨论,指出现有各种安全系数的定义均存在局限性,很难直接应用于一般的多参数强度准则,说明了重新定义适用于各种应力状态和强度准则的点安全系数的必要性。
3.This article deals with thestrength reduction factors of axially loaded R.讨论了钢筋混凝土轴心受压构件增大截面加固中的强度折减系数,提出了一种确定加固截面强度折减系数的方法。
延伸阅读
减容系数分子式：CAS号：性质：又称减容比。指放射性废物处理前后的体积缩小系数，是衡量处理方法及处理效果好坏的重要指标之一。一般来说其大小取决于处理方式，但与原始废物的性质也有关。减容系数越大则处理后废物体积越小，有利于运输、贮存和最终处置。
