承载能力极限状态

  • 网络ultimate limit state
承载能力极限状态承载能力极限状态
  1. 钢筋混凝土梁承载能力极限状态可靠度分析

    The Ultimate Limit State s Reliability analysis of of Reinforced Concrete Beam

  2. 水泥混凝土路面结构在承载能力极限状态下的可靠度分析

    An Reliability Analysis of Cement Concrete Pavement Structure in An Ultimate Limit State

  3. 简要介绍了ACI318-99关于承载能力极限状态设计、二阶效应、抗震设计等内容。

    The contents of ultimate state design , second-order effect and seismic design in ACI318-99 are introduced .

  4. 混凝土结构设计(四)&承载能力极限状态计算

    DESIGN OF CONCRETE STRUCTURES (ⅳ) & Calculation of Ultimate Limit States

  5. 水工混凝土结构承载能力极限状态分项系数研究

    Study on Partial Coefficients for Ultimate States of Concrete of Hydro-Structure

  6. 预应力混凝土结构承载能力极限状态设计统一公式

    Unified Formula of Prestressed Concrete Structure Design on Bearing Capacity

  7. 在用井架剩余承载能力极限状态评定方法

    Evaluation of residual load capacity of working drilling derrick by ultimate state method

  8. 按承载能力极限状态考虑温度竖向作用;

    Consider vertical temperature effect on bearing limit state ;

  9. 承载能力极限状态下,可以显著地提高梁的极限承载力。

    In the Ultimate limit state , ultimate loading capacity is significantly enhanced .

  10. 装配整体式预应力夹层板承载能力极限状态的试验研究

    A Study on the Ultimate Bearing Capacity of a Assembled Monolithic Concrete Slab Floor

  11. 这两座桥的承载能力极限状态具有较高的安全性。

    The results showed that two bridges processed high security under ultimate limit states .

  12. 拱坝坝肩抗滑承载能力极限状态材料分项系数研究

    Study on Material Partial Coefficients at Ultimate State of Anti-Slide Carrying Capacity of Arch Dam

  13. 基于承载能力极限状态法桥墩抗水平作用能力的分析方法

    Analysis on Horizontal Force Resistance of Pier Based on Methods of Carrying Bearing Limit State

  14. 分析预应力钢筋混凝土正截面承载能力极限状态计算公式。

    That have analyzed prestressed reinforced concrete normal section calculate formula of bearing capacity limit states .

  15. 《混凝土结构设计规范》中的承载能力极限状态设计方法(上)

    Design Method of Ultimate Capacity Limit State in Chinese 《 Code for Design of Concrete Structures 》

  16. 土基上闸室抗滑稳定承载能力极限状态与分项系数套改研究

    Study on Bearing Capacity Limit State of Stability against Sliding and Partial Coefficients Revision for Gate Chamber on Soil Foundation

  17. 钢筋混凝土结构构件应满足承载能力极限状态及正常使用极限状态的要求。

    The structural component of reinforced concrete should meet limit status of bearing capability and requirement of normally utilized limit status .

  18. 在本试验条件下,各试件在达到承载能力极限状态之前,裂缝宽度和挠度均达到正常使用极限状态控制的限值。

    Before each specimen reached to the ultimate limit state , deflections and widths of cracks of all the specimens have reached to the service limit .

  19. 地基梁可不进行承载能力极限状态的计算,其配筋可由正常使用极限状态中的允许裂缝宽度来确定。

    Ultimate strength design is not required and the reinforcement can be determined only on basis of allowable crack width in design of beam on foundation .

  20. 利用ANSYS~(?)软件中相应模块,从正常使用极限状态和承载能力极限状态两个方面,对钢筋混凝土构件进行了可靠性分析。

    According to the modules of ANSYS , the reliability of some RC members is analyzed from two aspects , the serviceability limit state and the ultimate limit state .

  21. 对粘贴碳纤维布抗弯加固梁正截面承载能力极限状态、界限破坏状态以及界限加固量进行了合理的界定。

    The method to define the ultimate limit state of carrying capacity , critical failure , critical strengthened quantity and critical height coefficient of concrete compressive region is suggested .

  22. 当配筋特征值不大于0.2时,承载能力极限状态下碳纤维片材的拉应变可以接近或超过允许拉应变,因此可以有效地对受弯构件正截面承载力进行加固;

    When the ratio not more than 0.2 , CFRP tensile strain can reach or exceed the permissible strain at ultimate capacity state , and therefore CFRP can work efficiently .

  23. 得到当前铁路钢桥承载能力极限状态校准目标可靠指标值:对于主要为延性破坏的铁路钢桥而言,安全等级为一级、二级、三级的目标可靠指标分别取4.7、4.2和3.7。

    For the steel railway bridges with ductile fracture , the target reliability index of the first-level , second-level , third-level of safety classes are separately 4.7 、 4.2 and 3.7 .

  24. 基于门式刚架结构体系整体破坏模式,建立了该结构体系的承载能力极限状态功能函数并进行了相关影响因素的灵敏度分析。

    Overall failure mode based on the type of portal rigid frame structure system , set up the structure of the bearing capacity limit state functions and the related influence factors sensitivity analysis .

  25. 对于超长水池结构,在满足承载能力极限状态的前提下,关键还要满足正常使用极限状态的要求,即水池的抗渗性的要求。

    For super-long tank structure , on the premise of satisfying the ultimate limit state , the key point is satisfying the serviceability limit state , which just is the requirement of impermeability .

  26. 并对前次横梁牛腿-Y构接头进行试验研究,检验牛腿-Y构接头在使用极限状态和承载能力极限状态时其结构性能。

    Also it conducts the experimental study to the attachment between former crossbeam corbel and Y shape rigid , and examinates its structure performance when the attachment under the use limiting condition and the bearing capacity limiting condition .

  27. 按荷载效应的基本组合进行承载能力极限状态分析,按荷载效应的标准组合进行抗拉疲劳分析,采用许用应力设计法进行地脚螺栓的设计。

    Ultimate state analysis of carrying capacity and tensile fatigue analysis are conducted according to basic combination of loads effect and standard combination of loads effect respectively . Design of foundation screws through allowable stress design method is presented .

  28. 已有的研究主要针对的是高强混凝土构件的承载能力极限状态,而对正常使用极限状态和耐久性问题引起的时变可靠度则研究得很不充分。

    The existing studies on HSC structural reliability are mainly focused on ultimate limit state ( ULS ), however , the research on serviceability limit state ( SLS ) and time-dependent reliability due to durability problems has been limited .

  29. 通过对钢混凝土组合节点承载能力极限状态分析研究,揭示钢混凝土组合节点真实承载力,确定合理的钢混凝土组合节点结构构造设计措施。

    Through research , to reveal the true carrying capacity of steel-concrete composite joints to determine a reasonable node structure of the steel-concrete composite structural , design measures limit state analysis of the carrying capacity of steel-concrete composite joints .

  30. 钢筋混凝土拱圈的轴力基本不受非线性的影响,根据模型试验的截面承载能力极限状态对应的荷载测试结果,计算出截面的线弹性轴力。

    The axial force of reinforced concrete arch ring is generally not impacted by nonlinear calculation . Based on the loading test of the section bearing capacity under limit state , its linear elastic axial force could be calculated .