等厚度 meaning in English
uniform thickness
Examples
- As the rise of a spherical shell with uniform thickness is 6052 times of its thickness , upper critical load of the shell subjected to uniformly distributed load was investigated , and the convergent result was still derived
在均布荷载作用下，等厚度球壳的矢高为其厚度的6052倍时，对上临界荷载的计算仍取得了收敛的数值结果。 - According to the sedimentary mechanism , the effects of sedimentary environments , structural movements and changes of the sea level on the development of the cap rock were analyzed , the distribution regularity was obtained ; 3
2 、根据沉积学原理，分析了沉积、构造及海平面变化对封盖层的影响程度，划分出区域盖层和局部盖层，并绘出封盖层分布等厚度图。 - Under action of uniformly or polynomial distributed load , upper and lower critical loads of revolving shells ( including conical shells , spherical shells and quartic polynomial shells ) with uniform thickness , linearly , exponentially or polynomial variable thickness were evaluated
给出了均布或多项式分布荷载作用下，等厚度、线性、指数型或多项式型变厚度的圆锥壳、球壳或四次多项式型旋转壳的上、下临界荷载。 - The author , applying the program of ansys , built a nonlinear model of rc bi - direction cellular slab , and , from the comparison of equivalent - span and equivalent - thickness solid plate , drew several important conclusions . meanwhile he also pointed out that the stiffness of cellular slab would become weaker because of the holes of cross - section which make the tare weight 40 % down comparing to solid plate , but if the weakness of tare weight was considered , the cellular slab still remained the excellent features of integration and stiffness , by which the cellular slab can be put into use of large - span
本文利用有限元程序ansys ，建立了钢筋混凝土双向空腹板的非线性计算模型，并和等跨等厚度实心板进行分析对比，从而得出了一些重要结论，指出：在空腹板自重比实心板减少40左右后，空腹板的刚度虽然由于截面的开孔而削弱，但考虑自重减少后，空腹板仍表现出整体性好、刚度大的特征，从而实现较大跨度楼板的工程应用。 - The sea1 ring with complex section shape cafl be treated as a combined body made of several individual cy1 inders with di fferent dimensions . by app1ying the method used in the " edge prob1 em " of the fnoment theory of she11 , the deformat ion - - - radia1 disp1acement and rotation at the two edges of each individual
应用壳体力矩理论中求解边缘问题的方法，将密封环分解为多个等厚度、截面为单一矩形的筒体，对每一圆筒进行分析并运用壳体力矩理论求出其两个边缘在外载荷作用下的边缘变形值? ?径向位移及转角。