摘要
为保证超高层建筑结构安全,有必要进行结构性态监测。因此,基于结构性态监测意义及技术发展现状,对山东省某超高层建筑进行监测和数值模拟计算,得到构件应力、体系变形及抗震特性等主要力学性能指标。实测数据与数值模拟计算结果对比结果表明,超高层建筑结构性态监测具有一定可行性。
In order to ensure the structural safety,it is necessary to conduct the structural performance monitoring. Based on the significance of structural performance monitoring and the development status of technology,this paper conducts structural performance monitoring and numerical simulation calculations of a super high-rise building in Shandong province,and obtains the main mechanical performance indicators such as component stress,system deformation and anti-seismic characteristics. The comparison results of the measured data and the numerical simulation calculation show that the structural performance monitoring of super high-rise buildings is reliable and feasible.
作者
宋杰
赵国栋
潘菲
吕继斌
朱迪坤
SONG Jie;ZHAO Guodong;PAN Fei;LV Jibin;ZHU Dikun(Shandong Provincial Academy of Building Research Co,Lud.,Jinuan,Shandong 250031,China;Shandong Jianke Special Conslruclion Engineering Technology Cenler Co.,Lud,Jinan,Shandong 250031,China;Jinan Hi-tech Holding Group Co.,Ltd,Jinan,Shandong 250101,China)
出处
《施工技术》
CAS
2020年第21期52-54,共3页
Construction Technology
基金
山东省住房城乡建设科技计划项目(2017-K4-004)。
关键词
高层建筑
结构性态
监测
数值模拟
tall buildings
structural performance
monitoring
numerical simulation
