带箱型转换层的高层建筑结构体系的抗震性能分析  

Seismic Performance Analysis of High-Rise Building Structural System with Box-Type Conversion Layer

作　　者：孙婷婷 Sun Ting-ting(Zhengzhou Business University,Gongyi 451200,Henan Province,China)

机构地区：[1]郑州商学院,河南巩义451200

出　　处：《建筑与装饰》2023年第19期158-160,共3页Construction & Decoration

摘　　要：在本次研究中,将首先结合箱型转换层概述建立相关的高层建筑模型,其中结构模型的比例为1/10,制作原料为微粒混凝土。然后合理设计振动台试验方案,通过试验结果分析该模型在地震作用下位移、加速度、动力特性等参数,从而明确高层建筑结构体系使用带箱型转换层的抗震性能。In this study,the relevant high-rise building model will be established based on the overview of the box-type conversion layer,in which the scale of the structural model is 1/10,and the raw material is particulate concrete.Then,the shaker test scheme is reasonably designed,and the displacement,acceleration,dynamic characteristics and other parameters of the model under the action of earthquake are analyzed through the test results,so as to clarify the seismic performance of the high-rise building structural system using the box-type conversion layer.

关 键 词：高层建筑 带箱型转换层 结构体系 抗震性能 

分 类 号：TU3[建筑科学—结构工程]