强调了高层结构抗震概念设计的重要性,讨论了避免类共振、扭转破坏以及转换层和加强层设计中必须注意的问题。
The importance of seismic conceptual design and the prevention of quasi - resonance and torsional damages of high - rise building under strong earthquake are ernphasized.
在理论分析和试验研究的基础上,给出了带加强层框架—芯筒结构的几点设计建议。
Based on theoretical analysis and test research, the design requirements of the structures are put forward.
结合算例,分析了普通楼层梁、加强层对结构侧移的影响程度和规律;
It was analyzed that how floor beams and strengthened stories effect the sideway of the structure from some practical examples.
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