1) load-displacement relationship
荷载-位移关系
1.
This thesis applies the load-transfer function method into the analysis of deformation of uplift piles,and that is to set up a hyperbolic model of load-transfer formulations,and uses the boundary conditions and continuity conditions to figure out the load-displacement relationships of uplift piles.
该文将荷载传递法应用到抗拔桩的变形分析,即建立了基于双曲线模型的荷载传递方程,应用边界条件、连续性条件推导出抗拔桩的荷载-位移关系式。
2) load slip curve
荷载-滑移关系
3) load-deformation relation
荷载-变位关系
4) load displacement function
荷载位移
5) internal force due to lateral deformation
位移荷载
1.
After analyzing traditional ultimate load-carrying capacity,calculation formula,adding secondary axial force,basing on two-stage-working principle,renewing the definition of secondary moment and considering internal force due to lateral deformation four calculation methods of lateral restraint are given out; Hinged joint in beam end,pin joint in column end.
提出了超静定预应力混凝土结构侧向约束影响系数的概念与计算方法,在分析了现行常规设计方法承载力计算公式之后,建立了通过次轴力考虑侧向约束影响、通过预应力筋两阶段工作原理考虑侧向约束影响、通过重新定义次弯矩考虑侧向约束影响和通过位移荷载考虑侧向约束影响等四种计算分析方法,分析总结了梁端铰接法、柱底铰接法和子柱法等三种通过构造措施考虑侧向约束影响的方法,为合理设计有侧向约束的预应力混凝土结构提供了依据。
6) load-displacement
荷载-位移
1.
Based on the experimental study of 13 specially-shaped RC(reinforced concrete) columns under low cyclic load,the method of nonlinear analysis of specially-shaped columns is put forward and the computer program is developed to deal with the load-displacement skeleton curve.
在13根钢筋混凝土异形柱低周反复荷载试验研究的基础上,采用非线性分析方法对异形柱受力性能进行分析,并编制了计算异形柱荷载-位移骨架曲线的程序,计算结果与试验结果吻合较好,为预测地震作用下的钢筋混凝土异形柱的非线性行为提供了一种便捷的方法。
补充资料：经济关系(见生产关系)
经济关系(见生产关系)
economical relation
1 ingji gU口nxj经济关系(eeonomieal relation)系。见生产关
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