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The analysis and design of structure of power house of hydropower station

机译:水电站厂房结构分析与设计

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It is used to use the member system structural kinetic theory which simplifies the space structure into plane structure in structural analysis of powerhouse of hydropower station which is characterized by big tonnage, great span and irregulation. But the underwater structure of powerhouse has the character of great volume and thick cross-section, the ratio of the length of the member to the thickness of crosssection is approximately 3:1 in general. When the thickness exceeds the length to about 1/5, the dimension of member's joint is rather big, so the effect of the increment of stiffness in joint district can not be ignored, therein the shear strain caused by the shear stress inside the members occupies significant portion in total deformation rate. If common frame structural calculation is still used in such structures, the results will arise big deviation according to the real stress status in members, thus creates waste or un-safety. So the author edited computer program used in powerhouse for general purpose, and the matrix analyses in thick cross-section frame of powerhouse structure are carried out also.
机译:在水力发电站大吨位,大跨度,不规则性的水电站厂房结构分析中,采用成员系统结构动力学理论将空间结构简化为平面结构。但是厂房的水下结构具有体积大,横截面厚的特点,构件的长度与横截面的厚度之比一般约为3:1。当厚度超过长度的大约1/5时,构件的接缝尺寸相当大,因此接头区域的刚度增加的影响不容忽视,其中由构件内部的剪应力引起的剪切应变占据总变形率的很大一部分。如果仍然在这种结构中使用通用框架结构计算,结果将根据构件中的实际应力状态而产生较大偏差,从而造成浪费或不安全。因此,作者编辑了通用动力厂房用计算机程序,并对动力厂房结构的厚截面框架进行了矩阵分析。

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