摘要
以钢筋混凝土框架结构为研究对象,选择顶点位移、最大层间位移角、最大基底剪力3种结构性能参数(DM),分析比较不同DM对基于IDA方法结构优化结果的特点和影响,结果表明在结构优化分析时优先使用最大层间位移角作为DM,同时可以选择顶点位移进一步分析,对结构优化进行修正。
The reinforced concrete frame structure was taken as research object, three structural damage measures(DM) of vertex displacement, peak inter-storey displacement angle and maximum base shear force were selected, analysis and comparison of different DM on IDA method of structure optimization results and based on the characteristics. It is shown that the peak inter-storey displacement angle is preferentially used as the DM in the structural optimization analysis, and the vertex displacement can be selected for further analysis to correct the structural optimization.
作者
唐月
钟晨
潘福婷
TANG Yue;ZHONG Chen;PAN Fu-ting(College of Civil and Environmental Engineering, Anhui Xinhua University, Hefei 230000,China)
出处
《佳木斯大学学报（自然科学版）》
CAS
2019年第5期703-706,共4页
Journal of Jiamusi University：Natural Science Edition
基金
安徽新华学院校级自然科学基金重点项目(2017zr009)
安徽新华学院校级重点学科“结构工程”(zdxk201701)
国家级大学生创新训练项目(201712216035)
安徽省教育厅自然基金重点项目(KJ2015A336)
关键词
性能参数
IDA方法
结构优化
顶点位移
层间位移角
damage measure
the IDA method
structural optimization
vertex displacement
inter-storey displacement angle
