In this paper, the key problems of the system judgment, reasonable stiffness and torsion calculation of tall building structures were studied as follows.1.
论文在高层建筑结构体系判别、合理刚度及扭转计算等几个关键问题上进行了以下具体研究:1.首次定量提出了框筒结构与框架的判别准则。
参考来源 - 高层建筑结构的体系判别、合理刚度及扭转计算研究·2,447,543篇论文数据，部分数据来源于NoteExpress
本论文的相关研究结果对实际工程中减振型无砟轨道的选型以及合理刚度设计具有参考价值。
The research achievement of this article is of reference value for the type selection of low vibration track and stiffness designment in practical engineering application.
对结构进行横向受力分析，分析梯形枕两侧缓冲材料对轨道结构的影响，确定缓冲材料的合理刚度。
This paper also confirmed the support position and stiffness of reasonable cushioning material by analysing the influence because of cushioning material when the horizontal force analysing.
总结了高层钢框架结构多遇地震下的合理刚度设计方法，并对该设计方法进行了反应谱和时程的验证分析。
This paper summarizes how to use RRSD to finish aseismatic design for high-rise steel frames under frequently occurred earthquake action and verifies it by spectra analysis and time-history analysis.
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