Dynamic Characteristic Analysis of Two Adjacent Multi-grid Composite Wall Structures with a Seismic Joint by a Bayesian Approach

被引:11
|
作者
Liu, Pei [1 ]
Zhang, Feng-Liang [2 ]
Lian, Peng-Yu [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing, Peoples R China
[2] Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Adjacent Structures; Seismic Joint; Ambient Vibration Test; Modal Identification; Bayesian Approach; Multi-Grid Composite Wall Structure; AMBIENT MODAL IDENTIFICATION; FUNDAMENTAL 2-STAGE FORMULATION; INCORPORATING MULTIPLE SETUPS; SYSTEM-IDENTIFICATION; FREQUENCY-DOMAIN; FFT METHOD; VIBRATION; BUILDINGS; UNCERTAINTY; POSTERIOR;
D O I
10.1080/13632469.2016.1138168
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Field ambient vibration tests and modal identification using a Bayesian approach are conducted for a building made of multi-grid composite wall structure and divided into two adjacent parts by a seismic joint, to investigate the dynamic characteristics of the special structural type and the effects of the infilled seismic joint. It is found that dynamic interactions between the two structural parts exist possibly induced by the infill of the building separation. Natural frequencies obtained from other two modal parameter identification methods and modal analysis results of finite element models considering dynamic interactions agree with those identified by the Bayesian approach.
引用
收藏
页码:1295 / 1321
页数:27
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