福建某超限高层结构设计

Structural Design of an Oversize High-Rise Building in Fujian Province

本工程为超过A级高度且存在部分楼层楼板不连续的高层超限结构,设计时采用多种软件进行结构分析,同时补充了弹性时程和弹塑性时程分析,并进行了抗震性能化设计。计算结果表明,计算各项指标均满足规范要求且满足抗震性能的目标要求,该结构安全可靠,且具有良好的抗震性能。

This project is a high-rise structure with over grade A height and some floors are discontinuous.The structural analysis is carried out by various software,and the elastic and elastic-plastic time-history analysis is supplemented,the seismic performance-based design is carried out.The results show that all the calculated indexes meet the requirements of the code and the objective of seismic performance.The structure is safe,reliable and has good seismic performance.