Abstract
Development of health monitoring system of construction becomes an important task for structure damage identification. Since the building structure has many indeterminable factors, the method using modal analysis to identify the structure damage is of less precision. A method applying the grey system to the structural damage identification is presented. The grey system of the frequency variance rate and the stiffness change is established with the first-order single argument grey system (GM(1,1)). GM(1,1) prediction is used to reflect the global function of the structural dynamic fingerprints and find out the relation of the frequency variance rate and the stiffness change. Vibration tests for frame structures were carried out, with considered many cases, including single-damage and multi-damage with different degrees and locations. The results show that for shear buildings, damage degree and location can be determined by using the grey system created through measuring the frequency change.
| Original language | English |
|---|---|
| Title of host publication | Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure |
| Pages | 629-633 |
| Number of pages | 5 |
| Volume | 1 |
| Publication status | Published - 2003 |
| Event | 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure, SHMII-1'2003 - Tokyo, Japan Duration: 2003 Nov 13 → 2003 Nov 15 |
Other
| Other | 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure, SHMII-1'2003 |
|---|---|
| Country | Japan |
| City | Tokyo |
| Period | 03/11/13 → 03/11/15 |
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ASJC Scopus subject areas
- Building and Construction
- Architecture
Cite this
Application of grey control system model to structural damage identification. / Xie, L. Y.; Xue, S. T.; Qian, Y. Y.; Zheng, H. T.; Mita, Akira.
Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure. Vol. 1 2003. p. 629-633.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Application of grey control system model to structural damage identification
AU - Xie, L. Y.
AU - Xue, S. T.
AU - Qian, Y. Y.
AU - Zheng, H. T.
AU - Mita, Akira
PY - 2003
Y1 - 2003
N2 - Development of health monitoring system of construction becomes an important task for structure damage identification. Since the building structure has many indeterminable factors, the method using modal analysis to identify the structure damage is of less precision. A method applying the grey system to the structural damage identification is presented. The grey system of the frequency variance rate and the stiffness change is established with the first-order single argument grey system (GM(1,1)). GM(1,1) prediction is used to reflect the global function of the structural dynamic fingerprints and find out the relation of the frequency variance rate and the stiffness change. Vibration tests for frame structures were carried out, with considered many cases, including single-damage and multi-damage with different degrees and locations. The results show that for shear buildings, damage degree and location can be determined by using the grey system created through measuring the frequency change.
AB - Development of health monitoring system of construction becomes an important task for structure damage identification. Since the building structure has many indeterminable factors, the method using modal analysis to identify the structure damage is of less precision. A method applying the grey system to the structural damage identification is presented. The grey system of the frequency variance rate and the stiffness change is established with the first-order single argument grey system (GM(1,1)). GM(1,1) prediction is used to reflect the global function of the structural dynamic fingerprints and find out the relation of the frequency variance rate and the stiffness change. Vibration tests for frame structures were carried out, with considered many cases, including single-damage and multi-damage with different degrees and locations. The results show that for shear buildings, damage degree and location can be determined by using the grey system created through measuring the frequency change.
UR - http://www.scopus.com/inward/record.url?scp=84857704047&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84857704047&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84857704047
SN - 9058096483
SN - 9789058096487
VL - 1
SP - 629
EP - 633
BT - Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure
ER -