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结合实际工程 ,深入地研究了设置水平加强层后超高层钢结构的地震响应 ;通过对几种不同方案的比较 ,进一步研究了加强层的数量、抗弯刚度以及周边环带等对结构抗震性能的影响 ;最后本文提出了一种水平加强层刚度的选择方法 ,供工程应用参考
Combined with practical engineering, the seismic response of super high-rise steel structure with horizontal reinforcement is studied in depth. The comparison of several schemes shows that the number of reinforced layers, flexural rigidity, Finally, this paper presents a selection method of horizontal stiffener stiffness for engineering application reference