超限高层建筑结构设计分析

Structural Design Analysis of Overlimit High-Rise Building

以某框架-剪力墙结构的超限高层办公楼项目为研究背景,从多遇地震下的弹性计算分析、动力时程分析及中震构件承载力分析3个角度探讨了项目结构设计的合理性。从所得结果看,该建筑结构受力较合理,结构体系安全可靠。

Taking a high-rise office building project with a frame shear wall structure as the research background, this paper explores the rationality of the project's structural design from three perspectives: calculation and analysis of elasticity under frequent earthquakes, dynamic and time-historical analysis, and Bearing capacity analysis of medium earthquake component. From the results obtained, it can be seen that the building structure is subjected to reasonable forces and the structural system is safe and reliable.