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朱聘儒同志在“骨架—板材结构在水平力作用下的静力计算”一文(本学报1963年第3期)中,提出了把刚性壁看成是框架的弹性支承,采用三弯矩公式,逐次渐近地反复进行二、三次循环计算,从而得到这个复杂课题的解答。这要比“骨架—板材式结构的居住及公用房屋设计指南”及苏联A.C.卡尔马诺克,П.П.沙金等所建议的方法大大地迈进了一步,是很值得重视的。 可是原文采用了三弯矩公式进行具体计算,因此在每次计算中都需解算一组联立方程,其计算工
In the article “Static Calculation of Skeleton-Plate Structure under Horizontal Force” (in this paper, No. 3, 1963), Zhu Xiangru proposed an elastic support considering the rigid wall as a frame, using the formula of three bending moments. , Asymptotically repeat the second and third cycle calculations to obtain answers to this complex topic. This is a step closer than the “Guidelines for the Design of Living and Public Housing for Skeleton-Plate Structures” and the methods recommended by the Soviet Union’s A.C. Kalmanok, П. However, the original text uses a three-bending formula to perform specific calculations. Therefore, in each calculation, a set of simultaneous equations must be solved.