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1)  Constraint Transformation
约束转换
1.
Supervisor Synthesis for Discrete Event System Based on Constraint Transformation;
基于约束转换的离散事件系统监控器综合
2)  time-switch constraints
时间转换约束
3)  constrained torsion
约束扭转
1.
On the basis of geometric nonlinear analysis,considering various coupled effects,a theory of constrained torsion analysis of composite thin-walled box beams was developed based on the theory of composite laminated plates.
在考虑几何非线性的前提下,计入各种耦合效应,利用复合材料层合板理论对薄壁层合箱梁的约束扭转进行了分析,给出了杆端内力的计算公式,并指出能量方法在解此类复杂问题时不易解出其精确解。
2.
This paper analyzes the deformation of a rail subjected to constrained torsion.
分析了钢轨的约束扭转变形 ,推导了钢轨约束扭转变形时的扭转角计算公式 ,并由此计算钢轨的约束扭转应力。
3.
Vlasov s theory is broadly used for analyzing the normal stress in constrained torsion for the rods with thin-walled sections.
在应用符拉索夫理论分析钢轨约束扭转正应力时 ,引入了法向截面内无剪应变的假定 ,考虑了壁厚因素对约束扭转正应力的影响 ,分析所得的结果比较符合实际情况。
4)  restrained torsion
约束扭转
1.
Element stiffness matrix of thin-walled beam considering restrained torsion;
考虑约束扭转的薄壁梁单元刚度矩阵
2.
Experimental stress analysis of tank-type steel in restrained torsion;
槽钢在约束扭转下的实验应力分析
3.
Slabs-disassembled method of thin-walled bar analysis considering restrained torsion
薄壁杆约束扭转的单肢解析化分析方法
5)  rotation constraint
旋转约束
6)  rotational restraint
转动约束
1.
This paper studies 35 examples by FEIS FEA PROGRAM written by author and proves that the rotational restraint of column base which exists in effect does not affect the intension of column root decide by the code and the method in the code is safe.
《门式刚架轻型房屋钢结构技术规程》(CECS1 0 2 :98)将简易柱脚视为铰接 ,本文用自行编制的有限元程序PFIS对 35个算例的验算证明了简易柱脚处实际存在的转动约束不会影响柱根处按惯例计算所得的强度 ,证明按现行规程进行设计是安全可靠的。
2.
A reinforced concrete beam with restraint stiffness is selected for the fire endurance analysis,the effect of the axial and rotational restraint stiffness ratios,and the height-span ratio on the fire resistance of the reinforced concrete beam is primarily studied.
利用已编制的钢筋混凝土结构高温反应的全过程分析程序,通过带有杆端约束的钢筋混凝土梁的耐火极限分析,初步探讨轴向约束刚度比、转动约束刚度比和高跨比对梁的耐火性能的影响规律。
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