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在总结已有研究成果及设计工程的基础上,以某一超高层剪力墙住宅建筑为依托,结合国家相关规范及规定,对本超限结构进行了抗震性能化设计及对结构进行了弹性动力时程分析,并根据时程分析结构对反应谱结果进行了修正调整,为相关高层住宅剪力墙弹性时程设计与研究提供了设计分析方法参考及依据。
On the basis of summarizing the existing research results and design engineering, based on a super high-rise shear wall residential building, combined with the relevant national codes and regulations, the seismic performance design of the over-limit structure and the elastic dynamic structure Time history analysis, and adjusts the response spectrum results according to the time history analysis structure, which provides reference and basis for the design and analysis for the design and research of the elastic time history of the shear wall in high-rise residential buildings.