TY - GEN
T1 - Substructure damage detection method for shear structure using sub-time series and ARMAX
AU - Mei, Liu
AU - Mita, Akira
AU - Xing, Zhenhua
N1 - Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2013
Y1 - 2013
N2 - A local damage detection method for shear structure based on substructure approach and sub-time series superposition is proposed, which is promising for application in parallel and distributed damage detection systems. This method requires only three sensors to identify localized damage in any story of a building and it doesn't require constructing the structure models. A substructure method was used in this method to divide a complete structure into several substructures. Each substructure has a considerably smaller number of degrees of freedom (DOFs) which makes fewer requirements on the computing power of the data processing system. The algorithm is simple, which involves only algebra calculation and does not need any iterative computation. Moreover the damage detection process can be independently conducted on each substructure. Thus, this method is easy, efficient and suitable for being embedded into parallel and distributed damage detection systems. To better assess the performance of the method proposed above, experimental verification of the proposed approach has been conducted, which shows the proposed method works quite well and stably.
AB - A local damage detection method for shear structure based on substructure approach and sub-time series superposition is proposed, which is promising for application in parallel and distributed damage detection systems. This method requires only three sensors to identify localized damage in any story of a building and it doesn't require constructing the structure models. A substructure method was used in this method to divide a complete structure into several substructures. Each substructure has a considerably smaller number of degrees of freedom (DOFs) which makes fewer requirements on the computing power of the data processing system. The algorithm is simple, which involves only algebra calculation and does not need any iterative computation. Moreover the damage detection process can be independently conducted on each substructure. Thus, this method is easy, efficient and suitable for being embedded into parallel and distributed damage detection systems. To better assess the performance of the method proposed above, experimental verification of the proposed approach has been conducted, which shows the proposed method works quite well and stably.
KW - ARMAX
KW - Damage detection
KW - Shear structure
KW - Sub-time series
KW - Substructure
KW - System identification
UR - http://www.scopus.com/inward/record.url?scp=84880407093&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84880407093&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/KEM.558.149
DO - 10.4028/www.scientific.net/KEM.558.149
M3 - Conference contribution
AN - SCOPUS:84880407093
SN - 9783037857151
T3 - Key Engineering Materials
SP - 149
EP - 159
BT - Structural Health Monitoring
PB - Trans Tech Publications Ltd
T2 - 4th Asia-Pacific Workshop on Structural Health Monitoring
Y2 - 5 December 2012 through 7 December 2012
ER -