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原文在考虑单层厂房的空间作用时,认为“单层厂房变形时各排架只相互错动而无出平面的转动。因此从整体看来,厂房纵向屋面系统的变形主要是剪切变形”,从而建立起动力及静力计算理论。原文的静力理论及其计算方法系以作者提出的文为基础。笔者读过原文后,觉得原文关于剪切变形假定的证明方法、厂房排架刚度的确定等几个根本性问题,还有必要进一步商榷,特提出就正于原文作者和有关专家们。
When considering the spatial effect of a single-storey factory building, it is considered that “the single-story buildings are only displaced with each other without a plane rotation when they are deformed. Therefore, the deformation of the longitudinal roof system is mainly shear deformation.” In order to establish the dynamic and static calculation theory. The original static theory and its calculation method are based on the author’s text. After the author read the original text, he felt that several basic issues such as the proof method of the shear deformation assumption and the determination of the stiffness of the factory’s fencing were necessary. It was necessary to further discuss the issue, and the special proposal was just for the original author and the relevant experts.