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failure load meaning in English

破坏载重
破重
失效载荷,破坏载荷
损毁荷载;破坏荷载

Examples

  1. From the test some conclusion could be drawn as follows . firstly , under the push loading , yield load and exteme load and failure load of sf is higher than that of nf , but the relative
    通过强度等级为c55的自密实混凝土在厦门南湖明珠加固工程中的成功应用,为自密实混凝土的推广应用提供实践经验。
  2. The numerical simulation for the distribution of failure loads , probability of failure and the laws of the effect of significant random variables on probability of failure were performed
    完成压力容器在刚度衰退模式下的失效载荷与失效概率分布,以及各项重要随机变量对失效概率分布影响规律的数值模拟。
  3. By low - cycle and reverse horizontal loading test , the properties of the walls such as the degree of the cracking load , yield load and failure load , the property of hystersis curves and keleton - frame curves and the property of ductility
    探讨了带缝空心剪力墙板在低周反复荷载下的破坏模式、滞回性能、破坏特征点、延性、耗能机制及耗能计算等抗震性能。
  4. We made research on the degree of cracking load , yield load and failure load as well as die sequence of the structure crack and yield ; the internal force , the deformation , the failure mechanism of the building
    研究结构在整个试验过程中的开裂荷载、屈服荷载、极限荷载,结构的开裂顺序、屈服顺序;以及结构的受力特点,变形特征和结构的破坏形态等。
  5. Speaking in detail , for every specimen , we study the for of the cracking load , yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation . secondly , the two different suo nlgn use ltslaences , wmcn are ootll shear wsll sttllctlllt , are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ! s ot 以 j 口 willo 地 劝 忧 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 阳 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty , tiep 训 颁 oility of hollow shear wal of rc in d suo ra use reslaences s ant l
    首先研究在低周反复水平加载试验下试验对象的强度、变形和能量的特性:开裂荷载、屈服荷载、破坏荷载;各试件的滞回曲线和骨架曲线;延性情况;初始刚度和刚度退化等参数:进而用satwe有限元程序分析对比了某一小高层剪力墙结构在采用空心剪力墙板和采用普通实心剪力墙作为墙体的结构受力异同点,在质量、主振型、刚度、水平地震效应等方面做了对比。
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