结构稳定性分析的英文

• structural stability analysis

• "结构"英文翻译    structure; composition; cons ...
• "分析"英文翻译    analyse
• "结构稳定性" 英文翻译 :    stability of structures; structural stability; structure stability
• "稳定性分析" 英文翻译 :    stability analyses; stability analysis; stabilityanalysis
• "船体结构稳定性" 英文翻译 :    hull structural stability
• "结构稳定性标准" 英文翻译 :    standard of structural stability
• "结构稳定性系数" 英文翻译 :    coefficient of structure stability
• "结构稳定" 英文翻译 :    stability analysis of structures; structural stability; structure stability
• "结构稳定的" 英文翻译 :    co titutionally stable; constitutionally stable; structural stable
• "频率稳定性分析仪" 英文翻译 :    fsa frequency stability analyzer
• "希尔特稳定性分析" 英文翻译 :    hirt stability analysis
• "系统稳定性分析" 英文翻译 :    system stability analysis
• "斜坡稳定性分析" 英文翻译 :    slope stability analysis
• "国际结构稳定性与动力学杂志" 英文翻译 :    int’l journal of structural stability & dynamics (new)
• "极限平衡斜坡稳定性分析" 英文翻译 :    limit equilibrium slope stability analysis
• "线性系统稳定性分析" 英文翻译 :    liner system stability analysis
• "定性分析" 英文翻译 :    qual.anal; qualitative analysis; qualitative assay; qualitative inorganic analysis; qualitative investigation; qualitative study; qualitativeanalysis; quality test
• "定性分析法" 英文翻译 :    way of qualitative analysis
• "全定性分析" 英文翻译 :    total qualitative analysis
• "确定性分析" 英文翻译 :    deterministic parsing
• "不确定性分析" 英文翻译 :    indeterminate analysis; uncertainty analysis
• "常量定性分析" 英文翻译 :    macro qualitative analysis
• "点滴定性分析" 英文翻译 :    spot qualitative test; spot quality test
• "定性分光分析" 英文翻译 :    qualitative spectrographic analysis
• "定性分析滤纸" 英文翻译 :    filter paper for qualitative analysis

• Object - oriented finite element method for stability analysis of grillages
  杆系结构稳定性分析的面向对象有限元程序
• Structural stability analysis
  结构稳定性分析
• Review on stability analysis of deeply embedded large - diameter cylinder structure under wave load
  在波浪荷载作用下插入式大圆筒结构稳定性分析评述
• Based on the steel - concrete coordinating relations , element stiffness matrix of geometrically nonlinear analysis , formulas for self - stresses by temperatures and displacements , stresses of corresponding superfluous structures are further studied . furthermore , a new theory and method for structural geometrical nonlinearity and buckling analysis is put forward
  根据钢混协作关系进一步推导出钢混组合构件几何非线性分析单元刚度矩阵、温度自应力及钢混超静定结构温度位移和应力的计算公式，建立了一种新的基于钢混协作关系的异种材料组合构件的几何非线性和结构稳定性分析方法。
• In this paper , the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation , taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing , from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7 . 5m in height for track traffic 20m below the surface . this paper , taking considerations of three different states , i . e . the natural state without any artificial interference , the state of high - rise buildings on the surface , and the underground tunnel state with excavation for track traffic , and four plane lines and four vertical lines , analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph , displacement distribution graph ( ux , uy ) and chromatogram graph of stress isoline ( 1 , 2 , xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of the same plane and vertical lines under different states , wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future
  本文结合重庆市大渡口区“三木花园”开发建设项目，从地下空间静力结构稳定性分析角度出发，针对在该项目中涉及的高层和多层建筑物以及在其地下20米处开挖了一个用于轨道交通的跨度6米，高7 . 5米的地下隧道这一具体工程情况，采用2d - 3d -有限元结构分析程序对高层与多层建筑物的地基基础及其与城市轨道交通使用的地下隧道围岩的应力与位移演变规律进行了有限元数值分析计算，探索了地下空间围岩与高层或多层建筑物地基基础之间的相互影响，通过考虑未受到任何人为扰动影响的天然状态、地表存在多层或高层建筑物状态和地下开挖用于轨道交通的地下隧道状态等三种不同状态以及4个水平剖线和4个垂直剖线等不同情况，从以下几个方面具体分析研究了计算断面的应力与位移分布规律： ( 1 )在各种不同状态下计算断面的主应力矢量图、位移分布图( ux 、 uy )以及应力等值线色谱图( _ 1 、 _ 2 、 _ ( xy ) )等； ( 2 )相同状态下不同水平与垂直剖线的应力_ 1 、 _ 2和_ ( xy )对比分布曲线； ( 3 )不同状态下相同水平或垂直剖线的应力_ 1 、 _ 2和_ ( xy )的对比分布曲线等，为今后在对地下空间的开发利用以及在高层建筑物地下开挖硐室时的工程设计和工程施工提供参考依据。
• Aimed at many uncertain factors in the analysis and evaluation of coal roadway reliability , responding surface function and finite difference numerical analysis are combined in this paper to solve the reliability problem that the functional function can ' t be expressed definitely with definite numerical analysis
  摘要针对煤巷稳定性分析与评价准则存在众多的不确定性因素，将响应面函数与有限差分数值分析相结合，用确定性的数值分析方法来解决功能函数不能明确表达的结构稳定性分析问题。