基于不同性能目标的 HPC 框架－剪力墙结构抗震设计

摘要

In order to improve the high performance concrete frame-shear wall structure in the utilization of high-rise buildings,it studied seismic design based on different performance objectives in this paper, summarized the frame-shear wall structure method for calculating the target displacement under different performance objectives.An engineering example was introduced based on the seismic design process of the performance goal, and the design of the results have a certain reliability and are verified by using SAP2000,which can be applied in practical engineering.%为提高高性能混凝土框架－剪力墙结构在高层建筑结构中的使用率，分析了基于不同性能目标下的抗震设计，总结了框架－剪力墙结构在不同性能目标下目标位移的计算方法，并结合工程实例介绍了基于性能目标的抗震设计过程，最后运用 SAP2000验证设计结果具有一定的可靠性，可以在实际工程中推广应用。