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ultimate carrying capacity meaning in Chinese

极限承载力

Examples

  1. Vertical ultimate carrying capacity of single pile
    深基础单桩竖向抗压容许承载力
  2. With reference to the practical design of a bridge , the stability and ultimate carrying capacity of the elevated pile caps of the bridge are computed by numerical method known as elasto - plastic finite element analysis
    结合某桥设计实践,按弹塑性有限元方法,对高桩承台的稳定性进行了分析,解算了结构的极限承载力。
  3. This paper introduced the composition and classification of suspendome , generalized the nonlinear finite element computing methods . analysis to suspend - dome and single layer reticulate is conducted separately to the five type suspendomes which have same span but different rise - span , including force , displacement , eigenvalue buckling , nonlinear buckling , load - displacemnt tracking and nonlinear ultimate carrying capacity , every performance of suspendome was expatiated in the paper
    通过对同一跨度、不同矢跨比的5种弦支穹顶结构和单层网壳进行的静内力、节点位移、结构体系应变能、特征值屈曲、非线性屈曲、非线性极限承载力、荷载-位移平衡路径跟踪分析和比较,阐述了弦支穹顶结构的各项性能,通过与单层网壳的比较,阐明了弦支穹顶结构的优越性。
  4. The ultimate carrying capacity , fracture process and stress - strain relationship on rock generic material are studied with dissipation structure theory in this paper , which shows the essence of mechanical characteristics on rock generic material can be studied deeply from the point of view of system and energy
    研究结果表明岩石类材料变形系统具有耗散结构的特性,岩石受力产生变形是非线性动力学过程,即系统内部各要素之间发生协调和相干效应,岩石承载力(强度)是外界做功功率和岩石自身耗散能率达到平衡的外在力学表现。
  5. The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading , the ultimate carrying capacity and ductility in - plane nearly has no change
    墙片试验表明:芯柱可以增加复合墙体的抗弯和抗剪承载能力,改善墙体的变形能力和整体性;分别应用钢丝网片和钢筋连接的两种复合墙体的平面外延性大致相同,内外叶墙协同工作良好;内外叶墙之间的连接提高了外叶墙砂浆层抗拉强度,同时也提高了复合墙体向外叶墙方向的抗推和抗拉承载力。

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