摘要
采用结构动力修改的灵敏度方法对高层剪力墙结构动力修改进行了试验研究 ,得到的数据可供设计人员参考 ,并为评价高层建筑的抗震性及安全性提供了依据。
With sensitivity analysis method,the experimental research in dynamic modification of multistory shear wall structure is presented in this paper.The data gained supply the designer of tall building with valuble reference and provide necessary basis for evaluating anti seismic property,designing safety and economy of multistory buildings.
出处
《吉林工业大学自然科学学报》
CSCD
2000年第3期83-86,共4页
Natural Science Journal of Jilin University of Technology
关键词
高层建筑结构
动力修改
剪力墙
multistory building structure
dynamic modification
experimental research