1) loading-level displacement
荷载-位移变形
2) cycling displacement load
交变位移荷载
3) load displacement function
荷载位移
4) 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。
5) 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。
6) distorting load
变形荷载
1.
Types and causes of formation of house concrete distorting load gap;
房屋混凝土变形荷载裂缝的类型与成因分析
2.
Based on introduction of the types of concrete cracks caused by distorting load,from structure design,raw materials,construction technology,this article analyses the cause of construction structure s crack and provides a comprehensive cracks prevention measures.
通过介绍混凝土由变形荷载所引起裂缝的类型,从设计、原材料、施工方面分析了混凝土建筑结构裂缝产生的原因,提出了预防裂缝的综合措施,旨在最大限度地减少或预防混凝土裂缝,确保混凝土结构构件的质量。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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