论文部分内容阅读
分析了核心单筒式高层悬挂结构考虑土－结构相互作用的动力特性，推导了适合于分析此结00000000000000000构与土动力相互作用的基本方程与核筒的单元刚度矩阵，得出了高层悬挂结构有利于抗振的结论，文中还提出了前三个周期的近似计算公式。
The dynamic characteristics of the core mono-tube high-rise suspension structure considering the soil-structure interaction are analyzed, and the basic equations and the element stiffness matrix of the nuclear cylinder suitable for the analysis of the interaction between the structure and soil dynamics are deduced, and the high-rise suspension structure is obtained. In favor of anti-vibration conclusion, the paper also put forward the approximate calculation formula of the first three cycles.