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safety
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  安全
    Study on Fatigue Reliability and Safety Control of Steel Structure Crane in Service
    在役钢结构吊车梁疲劳可靠性与安全控制研究
短句来源
    Test Research on Standing Performance of Concrete after High Temperature and Fireproofing Safety Assessment of Existing Building
    高温后混凝土静置性能的试验研究及已有建筑物的防火安全评估
短句来源
    The Control and Application Study of Construction Safety
    建筑安全控制及其应用研究
短句来源
    An Analysis of Fire Protection System of Construction Safety in Large Commercial Construction
    大型商业建筑安全防火系统分析
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    Research on Reasonable Setting Strategies and Methods of Structural Safety Level
    建筑结构安全水平的合理设置方法及策略研究
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  安全性
    Study on Theoretical Analysis and Application of System Safety and Stimulation of Gas Network
    燃气管网系统安全性及仿真的理论分析与应用研究
短句来源
    Study on Method of Safety Evaluation for Rock Engineering Based on Failure Approach Index
    基于破坏接近度的岩石工程安全性评价方法的研究
短句来源
    Study on the Safety Assessment Based on Three Dimensional Intelligent Information System in Slope Engineering
    边坡安全性评估的三维智能信息系统研究
短句来源
    Development and Application of the Theory of Building Structural Safety
    建筑结构安全性理论的发展与应用
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    Dynamic Safety Checking of Fixed Jacket Platform
    固定式导管架平台的动力安全性校核
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  安全度
    Partial Safety Factors of Single Pile Capacity
    单桩承载力的安全度分析
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    Determination of Safety Factor in the Nonlinear Stability Analysis of Gravity Dams
    论坝体深层抗滑稳定问题非线性分析中安全度的确定
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    Seismic Safety of the Ftame--infilled Brick Wall Structures
    框架—砖填充墙结构的抗震安全度
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    SEVERAL NEW CALCULATION METHOD ABOUT PARTIAL DEGREES OF SAFETY FOR UNDERGROUND SURROUNDING ROCK
    地下围岩局部安全度计算的几种新方法
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    Constraint to Characteristic Stress and Safety Degree Objective in Structural Optimization
    结构优化中的特征应力约束及相应的安全度目标
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  “safety”译为未确定词的双语例句
    The Method of Determining Slip Plane and Its Safety Coefficient in Finite Element Method Used for Pit Slope Stability
    边坡稳定性有限元分析中确定潜滑面及其安全系数的方法
短句来源
    Statistical Analysis of Safety Factor and Reliability
    安全系数与可靠度的统计分析
短句来源
    Solution of the Safety Factor of Rock Slopes by the Boundary Element Method
    岩石边坡安全系数的边界元解
短句来源
    Ultimate Strength and Resistance Partial Safety Factors for Fillet Weld Connections of Steel Structures
    钢结构角焊缝的极限强度及抗力分项系数
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    A Study on Fire Safety Design of High-Rise Buildings
    高层建筑防火设计初探
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  safety
A group of scientists conducted a comprehensive investigation on ecological safety and water and soil erosion in the Northwest Loess Plateau, Northwest China.
      
Therefore, the extension scale of converting cropland to forest could be enlarged properly in the reservoir area, while it should be limited in the non-reservoir area due to the issues of higher population density and food safety.
      
The infrared sensors around the robot improved its safety in avoiding barriers.
      
Frequent natural disasters and man-made catastrophes have threatened the safety of citizens and have attracted much more attention.
      
Disaster prevention, disaster reduction and disaster rescue are the important parts of national public safety.
      
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The present paper attempts to review the current state of the problem of structural safety by means of the probability and statistical approach, based on the important papers published in Russia, America, and other European countries. At the end of the paper some possible directions of further developments needed in our country are mentioned.

本文试图初步总结各国有关本题的重要文献,包括苏联、美国以及欧洲各国,同时提出本题今后可能的发展方向。

This paper presents the method of caleulation of reinforced concrete structures by using the mathmatical method of statistical analysis.The axiliary factor of safety k or its reversal k' is calculated by using the mathmatical method of statisti- cal analysis,cosidering the combined effect of variation in strength of materials, area of section and applied loading.In the final formula are introduced k or k' and the coefficients of working conditions m and ma,considering the working characteristics of...

This paper presents the method of caleulation of reinforced concrete structures by using the mathmatical method of statistical analysis.The axiliary factor of safety k or its reversal k' is calculated by using the mathmatical method of statisti- cal analysis,cosidering the combined effect of variation in strength of materials, area of section and applied loading.In the final formula are introduced k or k' and the coefficients of working conditions m and ma,considering the working characteristics of structures and materials themselms. By introducing the original form of axiliary factor R=r-q,the general formu-las for calculation of k and k'are given as follows: The working formulas for calculation of structures are put in the final forms: Lastly the problems that still have to be further studied are discussed.

本文给出了钢筋混凝土结构按照数理统计学计算的方法。首先应用数理统计学计算出综合考虑材料强度、截面积及荷变动性的辅助安全系数k或其倒数k’,在最后的计算公式中则引入k或kl以及考虑结构及材料本身工作特性的工作条件系数m及na等。 引用辅助安全量R=r-q的基本形式,给出了计算k及k’值的普遍性公式为:结构计算公式的最后形式为:或 最后,讨论了进一步有待研究的问题。

This paper reviews the existing methods of calculation of the rare- reinforced concrete structures. The behaviours of the plain concrete, rare- reinforced concrete and reinforced concrete bending members have been compared by tests. Based on tbe test results, a hypothesis indicating the process of failure of rare-reinforced concrete in two-stages bas been given, and the method of its calculation is also proposed. Introducing the concepts of partial-probabilistic approaches, the safety of rare-reinforced...

This paper reviews the existing methods of calculation of the rare- reinforced concrete structures. The behaviours of the plain concrete, rare- reinforced concrete and reinforced concrete bending members have been compared by tests. Based on tbe test results, a hypothesis indicating the process of failure of rare-reinforced concrete in two-stages bas been given, and the method of its calculation is also proposed. Introducing the concepts of partial-probabilistic approaches, the safety of rare-reinforced concrete has been proven. The scope of applications and the economical effect of the new method of calculation of rare-reinforced concrete are discussed.

本文评述了以往少筋混凝土结构的计算方法,进行了素混凝土、少筋混凝土及钢筋混凝土受弯构件受力性能的对比试验。根据试验结果,给出少筋混凝土破坏过程为二阶段的假定,建议了相应的计算方法。引用半概率法的概念;论证了少筋混凝土的安全度。 对少筋混凝土新计算法的适用范围及经济效果进行了论述。

 
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