钢结构螺旋楼梯因其特殊的异形结构受力复杂,使得传统线性分析法不能准确预测其力学响应进行稳定性设计,尤其是在确定计算长度时。研究采用直接分析法来克服这些限制,考虑了结构整体性和构件的初始缺陷,为分析和设计这类结构提供了一个高效且安全的方法。以一个具体工程为例,使用NIDA软件进行了直接分析法的稳定性研究,并将所得结果与线性分析法的结果进行了对比。研究考察了在全跨满载、左半侧满载、右半侧满载以及不同扇形组合活荷载分布下的力学响应,以及不同支座条件对楼梯结构响应的影响。结果表明 ...
黄德泓 +5 more
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