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

机译:水电站动力屋结构的分析与设计

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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:它用于使用成员系统结构动力学理论,该理论简化了空间结构的平面结构,该结构在水电站推动力量的结构分析中,其特征在于大吨位,大跨度和不规范。但是,强电所的水下结构具有大容量和厚截面的特征,构件的长度与横截面厚度的比率约为3:1。当厚度超过长度为约1/5时,成员关节的尺寸相当大,因此在联合区刚度增量的效果不能忽略,其中包括由构件内的剪切应力引起的剪切应变总变形率的重要部分。如果在这种结构中仍然使用公共帧结构计算,则结果将根据成员中的实际应力状态产生大偏差,从而产生浪费或不安全。因此,还进行了在强国的作者编辑的计算机程序,以及强电场结构厚横截面框架中的矩阵分析。

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