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1)  moment-rotation relation
弯矩-转角关系
1.
To study the effects of high temperatures on the moment-rotation relations of concrete-filled steel tube to steel beam connections,the nonlinear finite element method(FEM)analysis on the composite connec- tions at high temperatures is carried out by ABAQUS software.
研究了环板宽度、轴压比、柱直径、柱截面含钢率、柱长细比、梁柱线刚度比和梁柱强度比等参数对节点弯矩-转角关系的影响规律。
2)  moment-rotation relationship
弯矩-转角关系
1.
Clough s bilinear hysteretic model is adopted to be the hysteretic model of the moment-rotation relationship of plastic-hinge zone of FRP-concrete-steel double-skin tubular columns (DSTCs).
采用Clough双线性恢复力模型作为双壁空心管柱塑性铰区弯矩-转角关系恢复力模型。
2.
The models of moment-rotation relationship of flush end-plate composite connections were put forward for the monotonic loading and cyclic loading.
目的研究半刚性连接弯矩-转角关系,为半刚性组合框架设计提供依据。
3)  moment-rotation characteristic
弯矩-转角关系
1.
To study the effects of moment-rotation characteristics of connections and load magnitude on the behavior of composite frames, nonlinear finite element method is presented considering the effects of the moment-rotation characteristics of beam-to-column connections, composite action of slab and geometric nonlinearity.
为了分析连接弯矩-转角关系和荷载大小对组合框架性能的影响,该文采用有限元方法,考虑了连接弯矩-转角关系、楼板的组合效应和几何非线性的影响,通过引入能直观反映连接刚度的端部约束系数来修正现有刚接框架的结构刚度矩阵和杆件固端力。
2.
Using the three-column subassemblage model, the governing equations for determining the effective length factor (μ-factor) of columns in sway composite frames with semi-rigid connections are derived, which consider the effects of the nonlinear moment-rotation characteristics of beam-to-column connections and composite action of slab.
利用三层柱的框架模型,考虑了节点的非线性弯矩-转角关系、楼板的组合效应、梁端和柱远端不同边界情况等因素对柱的有效长度系数的影响,推导了有侧移半刚性连接组合框架柱的有效长度系数方程式,并分析了GB50017-2003规范附录D求解的精确性,最后用两个实例:门式组合框架和三层两跨组合框架,研究了荷载大小和非线性弯矩-转角关系对柱有效长度系数的影响。
4)  relationship of moment and rotation
弯矩转角关系
5)  moment-rotation
弯矩-转角
6)  bending moment of rotary angle
转角弯矩
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
  
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