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1)  integrity magnification method
整体增大系数法
2)  augment of coefficient
增大系数法
1.
The writer puts forward that augment of coefficient can be used to determine the control point of displacement based on datum and the test of PCFS s(prestressed concrete frame structures) resistance under lateral reversed cyclic loading and hysteretic behavious.
通过对预应力框架结构在竖向荷载及水平低周反复荷载作用下的试验研究、全过程滞回分析 ,提出用增大系数法确定位移控制
3)  method of the long-team addition coefficient
长期增大系数法
1.
According to the new codes for bridges and the finite element analysis result,the authors put forward a method of the long-team addition coefficient to install the camber and distribution of camber according to cosine line.
通过对连续刚构桥挠度的分析,结合《公路钢筋混凝土及预应力桥涵设计规范》,提出了设置最大预拱度的长期增大系数法及按余弦函数曲线分配预拱度的方法。
4)  Whole Transfer Coefficient Method (WTCM)
整体传递系数法
1.
In dynamic characteristic analysis of rotor system,a new methodWhole Transfer Coefficient Method (WTCM) is studied and proposed.
整体传递系数法是近年来发展起来的计算大型复杂转子系统动力特性的新方法。
5)  enhancement coefficient
增大系数
1.
Analysis of shear force-displacement relationship and damagedisplacement-enhancement coefficient of R.C. columnsstrengthened with carbon fiber sheets;
碳纤维布加固钢筋混凝土柱的剪力-位移关系及其破坏位移增大系数分析
6)  increasing coefficient
增大系数
1.
On the basis of theoretical study of reference document , the approximate calculation graphic expressions of internal force and an approximate calculation method of internal force increasing coefficient of continuous skew girder bridges are put forward under eccentric live loads.
在文献 [3]的理论研究基础上 ,提出了连续斜梁桥在偏心活荷载作用下的内力近似计算图式和内力增大系数的近似计算方法。
2.
Combined with the engineering practice,the article discusses the cause and reason of the increasing coefficient Z value of designed capacity of rainwater pumping house and its calculation method,which can be referred for the similar projects.
该文结合工程实践,探讨了雨水泵房设计容量增大系数Z值的缘由和计算方法,可供类似工程参考。
补充资料:整体法兰
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性质:又称长颈法兰或带壳法兰。带有一个锥形截面颈脖的法兰。铸铁和铸钢制的可直接和设备铸成整体;锻制的法兰通过对接焊缝与设备或管道制成一体。由于锥颈的作用,这种法兰的强度和刚度都较高,适用于压力、温度较高的重要场合。但这种法兰与壳体形成一体,法兰受力后会使设备产生附加弯曲应力。

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