1) stable limit load
稳定极限荷载
2) the limited load
极限荷载判定
1.
Some questions are expounded,such as how to divide section,how to modify the parameters,how to judge the limited load,and how to search the value of ultimate capability.
0进行钢管混凝土压弯柱极限承载力的程序编制,编制过程中涉及到的截面划分、参数调整、极限荷载判定以及加载的程序处理方法都给予了介绍。
3) ultimate load-carrying capacity
稳定极限承载力
1.
The ultimate load-carrying capacity,the buckling mode and the failure mechanism at the waist portion for different boundary conditions and load cases are theoretically analyzed.
应用有限元方法对细腰段模型进行二阶弹塑性极限承载力分析,考察细腰段在不同边界条件和荷载工况下的失稳机理及稳定极限承载力,全面地评价结构的安全储备;研究水平径向支撑的有效性和外框筒各类构件的屈服以及破坏顺序,检验结构概念设计的合理性;并将试验加载工况下的分析结果与试验研究结果进行对比分析。
4) stable ultimately bearing capability
稳定极限承载力
1.
The overall stability of this structure was analyzed through load-displacement curve,and compared with single-layer latticed cylindrical shell;and then by comparing the stable ultimately bearing capability with in-plane structure,the necessary of analyzing spatial structure was also demonstrated.
为了加强型钢网壳结构的更好应用,通过使用有限元软件ANSYS,利用弧长法对结构进行几何非线性全过程分析,得出荷载-位移曲线,分析结构的整体稳定性能,与纯单层柱面网壳进行对比;并与平面内结构稳定极限承载力对比,阐述空间分析的必要性。
5) limit load
极限载荷
1.
Analysis and experiments on the plastic limit load of elbows under in-plane closing bending moments;
平面闭合弯矩作用下弯管塑性极限载荷分析与试验
2.
Analysis and experiments on the plastic limit load of elbows with local thinned area in extrados under in-plane closing bending moment;
平面闭合弯矩作用下外拱局部减薄弯管塑性极限载荷
3.
The limit loads and safety assessment of the pipe with LAT.;
含局部减薄缺陷管道的极限载荷与安全评定
6) ultimate load
极限载荷
1.
In this paper, Mohr yield criterion is used to analyze the ultimate load of a strength - differential wedge with the vertical uniformly distributed load on an edge.
利用莫尔屈服准则,对一侧承受均布垂直载荷作用的拉压异性材料楔体进行了极限载荷分析。
2.
Based on the primal definition of ultimate state and finite element method,more accurate results of ultimate load were obtained.
而后根据极限状态的原始定义 ,利用有限元法求出极限载荷的精确结果 。
3.
The ultimate load and collapse procedure of two computational models of the structure are given.
本文对渤海八号桩基导管架平台进行了非线性倒塌的分析，分别给出了导管架平台八倍固支计算模型和考虑桩土非线性计算模型的结构倒塌极限载荷及倒塌破坏过
补充资料：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 margin
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说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条