Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers

doi:10.1016/j.istruc.2021.08.079

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers
	Liu, Kaifang 1,3; Liu, Lulu 2; Zhu, Qiankun 3; Liu, Yanhui 4; Zhou, Fulin 1,4
刊名	STRUCTURES
	2021-12
卷号	34 页码:1475-1488
关键词	Cantilevered floor Dynamic testing Numerical simulation Human-induced vibration AISC Design Guide 11 II Tuned mass dampers
ISSN号	2352-0124
DOI	10.1016/j.istruc.2021.08.079
英文摘要	The vibration control of a cantilevered floor with tuned mass dampers (TMDs) was investigated using dynamic testing and numerical simulation methods to better satisfy the structural serviceability requirement. The humaninduced vibration response under walking and running conditions were firstly presented based on a series of dynamic testing with a single pedestrian and groups of pedestrians. A fast-evaluated frequency response function (FRF) method suggested by AISC Design Guide 11 was also used to evaluate the vibration response and further verified by the dynamic testing. A passive TMDs system was applied to reduce the vibration response; the vibration control of the cantilevered floor with TMDs was also evaluated by the dynamic testing with a single pedestrian and groups of pedestrians. The results showed that the maximum acceleration response of the cantilevered floor under the running load exceeded the limit, which was on average nine times that of the values under the walking condition. The FRF method could provide a fast and conservative vibration evaluation, in which the maximum acceleration response was 26% higher than that from dynamic testing. The acceleration response was significantly reduced with a maximum reduction effect of 64% after the installation of TMDs, resulting in satisfactory vibration serviceability of the cantilevered floor; the numerical simulation of that agreed well with the dynamic testing results. The vibration control of the cantilevered floor as a case study can serve as reference for the application of TMDs.
WOS研究方向	Engineering
语种	英语
出版者	ELSEVIER SCIENCE INC
WOS记录号	WOS:000701915500001
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/148508]
专题	土木工程学院
作者单位	1.Xian Univ Architecture & Technol, Coll Civil Engn, Xian 710055, Shaanxi, Peoples R China; 2.Southeast Univ, Key Lab C & PC Struct, Minist Educ, Nanjing 211189, Peoples R China; 3.Lanzhou Univ Technol, Inst Earthquake Protect & Disaster Mitigat, Langongping Rd 287, Lanzhou 730050, Peoples R China; 4.Guangzhou Univ, Earthquake Engn Res & Test Ctr EERTC, 248 Guangyuanzhonglu, Guangzhou 510405, Peoples R China
推荐引用方式 GB/T 7714	Liu, Kaifang,Liu, Lulu,Zhu, Qiankun,et al. Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers[J]. STRUCTURES,2021,34:1475-1488.
APA	Liu, Kaifang,Liu, Lulu,Zhu, Qiankun,Liu, Yanhui,&Zhou, Fulin.(2021).Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers.STRUCTURES,34,1475-1488.
MLA	Liu, Kaifang,et al."Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers".STRUCTURES 34(2021):1475-1488.