摘要
针对某底部错层、顶部收进的超限高层剪力墙结构进行了性能化分析和研究,首先提出底部错层和顶部收进部位的加强措施,然后针对顶部收进部位建立了对比模型,以研究收进对结构刚度及承载力影响,并进行了中震和大震作用下的性能化分析和动力弹塑性损伤分析。结果表明:采取的结构加强措施能够基本满足设定的性能目标,保证了该竖向不规则结构的可靠度,结构底部错层和顶部收进部位个别构件出现严重损伤,应在施工图设计阶段采取针对性加强措施。
The performance-based analysis and research were carried out for a high-rise out-of-code shear wall structure with top indentation and bottom staggered floors.Firstly,the strengthening measures for the tottom staggered and top indentation floors were put forward.Then,a comparative model was established for the top indentation floor to study the influence of the indentation floor on the structural stiffness and load-carrying capacity,and the performance-based analysis and dynamic elastoplastic damage analysis were carried out under the actions of fortification and rare earthquakes.The results show that the structural strengthening measures adopted can basically meet the set performance objectives,ensure the reliability of the vertical irregular structure,and serious damage occurs to individual components in the tottom staggered and top indentation floors of the structure.Targeted strengthening measures should be taken in the construction drawing design stage.
作者
吴敦军
赵学斐
周健
WU Dunjun;ZHAO Xuefei;ZHOU Jian(Nanjing Yangtze River Urban Architectural Design Co.,Ltd.,Nanjing 210006,China)
出处
《建筑结构》
CSCD
北大核心
2020年第14期81-85,共5页
Building Structure
关键词
超限高层建筑
剪力墙结构
顶部收进
底部错层
out-of-code high-rise building
shear wall structure
top indentation floor
bottom staggered floor
