| 超高层建筑风致振动的现场实测与数值模拟 |
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| 引用本文： | 徐枫,陈文礼,肖仪清,段忠东,欧进萍.超高层建筑风致振动的现场实测与数值模拟[J].地震学刊,2014(1):51-57. |
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| 作者姓名： | 徐枫 陈文礼 肖仪清 段忠东 欧进萍 |
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| 作者单位： | [1]哈尔滨工业大学深圳研究生院土木与环境工程学院,广东深圳518055 [2]哈尔滨工业大学土木工程学院,哈尔滨150090 [3]大连理工大学土木工程学院,辽宁大连116024 |
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| 基金项目： | 国家自然科学基金项目（51008103）;国家自然科学基金重大研究计划重点项目（90815030）资助 |
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| 摘 要： | 通过采用现场实测和数值模拟方法,对某超高层建筑的风致振动特性进行研究。在建筑物顶部布置结构振动监测系统,对常态风和台风作用下的结构振动响应进行测量,分析加速度、位移幅值和结构的自振特性。以实测动力特性为基础,建立超高层建筑的等效气动弹性模型,采用平均风剖面入口,联合ANSYS和CFX对风场与建筑物的流固耦合振动进行数值模拟,得到不同顶部风速下,建筑物不同高度处的位移时程、气动力系数时程及频谱分析、尾流旋涡脱落模式。将数值模拟结果与现有的实测结果进行对比分析,表明该方法模拟流固耦合振动是可行的,并可为实际超高层建筑的抗风设计和舒适性计算提供技术依据。
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| 关 键 词： | 超高层建筑 风致振动 流固耦合 数值模拟 现场实测 |
Field Measurement and Numerical Simulation of Wind-induced Vibration of Super High-rise Building |
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| XU Feng,CHEN Wen-li,XIAO Yi-qing,DUAN Zhong-dong,OU Jin-ping.Field Measurement and Numerical Simulation of Wind-induced Vibration of Super High-rise Building[J].Journal of Seismology,2014(1):51-57. |
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| Authors: | XU Feng CHEN Wen-li XIAO Yi-qing DUAN Zhong-dong OU Jin-ping |
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| Institution: | 2＇3 (1. School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China 2. School of Civil Engineering, Harbin Institute o{ Technology, Harbin 150090, China 3. School of Civil Engineering, Dalian University of Technology, Dalian 116024, China) |
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| Abstract: | The characteristics of the wind-induced vibration of a super high-rise building were studied through field measurement and numerical simulation in this paper. The structural vibra- tion response was measured using structural vibration monitoring systems mounted on the top of the building. The acceleration, displacement amplitude and dynamic characteristics of the struc- ture were analyzed under normal wind and No. 12 typhoon in 2008. Based on the measured dy- namic characteristics, the equivalent aero-elastic model of the super high-rise building was estab- lished. Program ANSYS was used and combined with CFX to simulate the vibration of fluid- structure interaction （FSI） between the wind field and the building. The inlet boundary condition of the mean wind profile was adopted. The time histories of displacement and aerodynamic force coefficient, spectrum analysis and vortex shedding mode at different height and different wind speed on the top of the building are obtained. The top lateral displacement of the building was compared with present and other field measurement results. It is shown that the numerical meth- od adopted to simulate the FSI is feasible and it also can provide necessary technical basis for wind-resistant design and comfort calculations of actual super high-rise building. |
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| Keywords: | super high-rise building wind-induced vibration fluid solid coupling numerical sim-ulation field measurement |
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