论文部分内容阅读
本文系“用微型计算机分析高层框架及框-剪结构体系的位移迭代法”一文的续篇。前文研究了高层框架、框架-剪力墙及框架联肢墙等结构的计算。本文研讨了壁式框架、框支剪力墙及加腋梁框架的计算,推导出分析壁式框架求解位移的迭代公式,该公式具有通用性,适合计算上述各种高层框架结构。应用本文中的方法编制的程序“ITAN-2”计算数例表明计算简便,结果精确。文末给出了用PC-1500机计算的实例。
This article is a continuation of the paper “Analysing the displacement iteration method for high-level frames and frame-shear structural systems using microcomputers.” In the previous section, we have studied the calculation of structures such as high-rise frames, frame-shear walls and framed limb walls. In this paper, the calculation of the wall frame, frame-supported shear wall and twisted beam frame is studied. The iterative formulae for the analysis of the displacement of the wall frame are deduced. The formula is versatile and suitable for calculating the above-mentioned high-rise frame structures. The application of “ITAN-2” program compiled by the method in this article shows that the calculation is simple and the result is accurate. At the end of the article, an example calculated with a PC-1500 machine is given.