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Ki Young Koo
Ki Young Koo
Senior Lecturer, University of Exeter
Verified email at exeter.ac.uk
Title
Cited by
Cited by
Year
Long-term monitoring and data analysis of the Tamar Bridge
EJ Cross, KY Koo, JMW Brownjohn, K Worden
Mechanical Systems and Signal Processing 35 (1-2), 16-34, 2013
3812013
Structural health monitoring of the Tamar suspension bridge
KY Koo, JMW Brownjohn, DI List, R Cole
Structural Control and Health Monitoring 20 (4), 609-625, 2013
1962013
Automated impedance-based structural health monitoring incorporating effective frequency shift for compensating temperature effects
KY Koo, S Park, JJ Lee, CB Yun
Journal of intelligent material systems and structures 20 (4), 367-377, 2009
1552009
Temperature analysis of a long-span suspension bridge based on field monitoring and numerical simulation
L Zhou, Y Xia, JMW Brownjohn, KY Koo
Journal of Bridge Engineering 21 (1), 04015027, 2016
1142016
Modal flexibility-based damage detection of cantilever beam-type structures using baseline modification
SH Sung, KY Koo, HJ Jung
Journal of Sound and Vibration 333 (18), 4123-4138, 2014
792014
Operational deformations in long-span bridges
JMW Brownjohn, KY Koo, A Scullion, D List
Structure and Infrastructure Engineering 11 (4), 556-574, 2015
682015
Effect of solar radiation on suspension bridge performance
R Westgate, KY Koo, J Brownjohn
Journal of Bridge Engineering 20 (5), 04014077, 2015
662015
Gaussian process time-series models for structures under operational variability
LD Avendaņo-Valencia, EN Chatzi, KY Koo, JMW Brownjohn
Frontiers in Built Environment 3, 69, 2017
592017
Damage detection in beam-like structures using deflections obtained by modal flexibility matrices
KY Koo, JJ Lee, CB Yun, JT Kim
Advances in Science and Technology 56, 483-488, 2009
592009
Long-span bridges: Enhanced data fusion of GPS displacement and deck accelerations
Y Xu, JMW Brownjohn, D Hester, KY Koo
Engineering Structures 147, 639-651, 2017
552017
Damage detection of shear buildings using deflections obtained by modal flexibility
KY Koo, SH Sung, JW Park, HJ Jung
Smart materials and structures 19 (11), 115026, 2010
552010
Measuring and modelling the thermal performance of the Tamar Suspension Bridge using a wireless sensor network
N de Battista, JMW Brownjohn, HP Tan, KY Koo
Structure and Infrastructure Engineering 11 (2), 176-193, 2015
502015
Damage quantification of shear buildings using deflections obtained by modal flexibility
KY Koo, SH Sung, HJ Jung
Smart materials and structures 20 (4), 045010, 2011
492011
Structural damage detection using sparse sensors installation by optimization procedure based on the modal flexibility matrix
AZ Hosseinzadeh, GG Amiri, SAS Razzaghi, KY Koo, SH Sung
Journal of Sound and Vibration 381, 65-82, 2016
442016
Smart structure technologies for civil infrastructures in Korea: recent research and applications
CB Yun, JJ Lee, KY Koo
Structure and Infrastructure Engineering 7 (9), 673-688, 2011
442011
Optimization-based method for structural damage localization and quantification by means of static displacements computed by flexibility matrix
A Zare Hosseinzadeh, G Ghodrati Amiri, KY Koo
Engineering Optimization 48 (4), 543-561, 2016
382016
A flexibility-based method via the iterated improved reduction system and the cuckoo optimization algorithm for damage quantification with limited sensors
AZ Hosseinzadeh, A Bagheri, GG Amiri, KY Koo
Smart Materials and Structures 23 (4), 045019, 2014
382014
Damage prognosis by means of modal residual force and static deflections obtained by modal flexibility based on the diagonalization method
GG Amiri, AZ Hosseinzadeh, A Bagheri, KY Koo
Smart Materials and Structures 22 (7), 075032, 2013
342013
Modal flexibility-based damage detection technique of steel beam by dynamic strain measurements using FBG sensors
HJ Park, KY Koo, CB Yun
Steel Structures 7, 11-18, 2007
342007
Damage-induced deflection approach for damage localization and quantification of shear buildings: validation on a full-scale shear building
SH Sung, KY Koo, HY Jung, HJ Jung
Smart materials and structures 21 (11), 115013, 2012
312012
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