Vision-Based Modal Analysis Using Multiple Vibration Distribution Synthesis to Inspect Large-Scale Structures

被引:16
作者
Aoyama, Tadayoshi [1 ]
Li, Liang [2 ]
Jiang, Mingjun [3 ]
Takaki, Takeshi [3 ]
Ishii, Idaku [3 ]
Yang, Hua [4 ]
Umemoto, Chikako [5 ]
Matsuda, Hiroshi [6 ]
Chikaraishi, Makoto [7 ]
Fujiwara, Akimasa [7 ]
机构
[1] Nagoya Univ, Dept Micronano Mech Sci & Engn, Nagoya, Aichi 4648603, Japan
[2] Hitachi High Technol Corp, Proc Control Syst Software Design Dept, Tokyo 1058717, Japan
[3] Hiroshima Univ, Dept Syst Cybernet, Higashihiroshima, Hiroshima 7898527, Japan
[4] Huazhong Univ Sci & Technol, State Key Lab Digital Mfg Equipment & Technol, Wuhan 430073, Hubei, Peoples R China
[5] Keisoku Res Consultant Co, Hiroshima, Hiroshima 7320029, Japan
[6] Nagasaki Univ, Dept Struct Engn, Nagasaki, Nagasaki 8528521, Japan
[7] Hiroshima Univ, Grad Sch Int Dev & Cooperat, Higashihiroshima, Hiroshima 7898529, Japan
来源
JOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME | 2019年 / 141卷 / 03期
基金
日本学术振兴会;
关键词
BRIDGE; SENSOR; IDENTIFICATION;
D O I
10.1115/1.4041604
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Previously, we proposed a multithread active vision system with virtual multiple pan-tilt tracking cameras by rapidly switching the viewpoints for the vibration sensing of largescale structures. We also developed a system using a galvanometer mirror that can switch 500 different viewpoints in 1 s. However, the measurement rate of each observation point is low, and the time density is not always sufficient. In addition, strong multiple illuminations are required for the system owing to the retro reflective markers attached to the object being observed. In this study, we propose a multiple vibration distribution synthesis method for vibration analysis that increases the sampling rate of each observation point in the multi-thread active vision system, which is subsequently modified to a system that requires only one illumination by using corner cubes as markers. Several dynamicsbased inspection experiments are conducted for a 4 m long truss-structure bridge model. The proposed method and system are verified via a high-order modal analysis, which was impossible to perform in the previous method and system.
引用
收藏
页数:12
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