论文部分内容阅读
根据节点域的变形特点，提出了一种考虑节点域剪切变形影响的空间钢框架结构的分析方法。并应用该方法对纯框架、支撑－框架体系进行了分析比较。算例表明，该方法简单易行．便于程序实现，计算结果可靠。
According to the deformation characteristics of the node domain, an analysis method of the space steel frame structure considering the influence of the shear deformation of the node domain is proposed. This method is used to analyze and compare the pure frame and the support-frame system. The example shows that this method is simple and easy to implement. Easy to program to achieve a reliable calculation.