Ho-Kyung Kim
Ho-Kyung Kim
Professor, Dept. of Civil and Environmental Engineering, Seoul National University
Verified email at - Homepage
Cited by
Cited by
Nonlinear static procedure for fragility curve development
M Shinozuka, MQ Feng, HK Kim, SH Kim
Journal of engineering mechanics 126 (12), 1287-1295, 2000
Non-linear shape-finding analysis of a self-anchored suspension bridge
HK Kim, MJ Lee, SP Chang
Engineering structures 24 (12), 1547-1559, 2002
Reconstruction of dynamic displacement and velocity from measured accelerations using the variational statement of an inverse problem
YH Hong, HK Kim, HS Lee
Journal of Sound and Vibration 329 (23), 4980-5003, 2010
Interference effect on vortex-induced vibration in a parallel twin cable-stayed bridge
JW Seo, HK Kim, J Park, KT Kim, GN Kim
Journal of wind engineering and industrial aerodynamics 116, 7-20, 2013
Determination of hanger installation procedure for a self-anchored suspension bridge
HK Kim, MJ Lee, SP Chang
Engineering Structures 28 (7), 959-976, 2006
Cause investigation of high-mode vortex-induced vibration in a long-span suspension bridge
YC Hwang, S Kim, HK Kim
Structure and Infrastructure Engineering 16 (1), 84-93, 2020
Operational field monitoring of interactive vortex-induced vibrations between two parallel cable-stayed bridges
SJ Kim, HK Kim, R Calmer, J Park, GS Kim, DK Lee
Journal of wind engineering and industrial aerodynamics 123, 143-154, 2013
Damping identification and serviceability assessment of a cable-stayed bridge based on operational monitoring data
S Kim, J Park, HK Kim
Journal of Bridge Engineering 22 (3), 04016123, 2017
Vulnerability assessment for the hazards of crosswinds when vehicles cross a bridge deck
S Kim, CH Yoo, HK Kim
Journal of Wind Engineering and Industrial Aerodynamics 156, 62-71, 2016
Geometrically nonlinear buffeting response of a cable-stayed bridge
HK Kim, M Shinozuka, SP Chang
Journal of engineering mechanics 130 (7), 848-857, 2004
Statistical analysis of bridge fragility curves
M Shinozuka, M Feng, H Kim, T Uzawa, T Ueda
US-Italy Workshop on Protective Systems for Bridges, New-York, 1998
Finite element model updating for a cable-stayed bridge using manual tuning and sensitivity-based optimization
W Park, HK Kim, P Jongchil
Structural engineering international 22 (1), 14-19, 2012
Efficient combination of a TCUD method and an initial force method for determining initial shapes of cable-supported bridges
HK Kim, MY Kim
International Journal of Steel Structures 12, 157-174, 2012
Effect of gap distance on vortex-induced vibration in two parallel cable-stayed bridges
J Park, S Kim, HK Kim
Journal of Wind Engineering and Industrial Aerodynamics 162, 35-44, 2017
Damping identification of bridges under nonstationary ambient vibration
S Kim, HK Kim
Engineering 3 (6), 839-844, 2017
Non-invasive acceleration-based methodology for damage detection and assessment of water distribution system
M Shinozuka, PH Chou, S Kim, H Kim, D Karmakar, F Lu
Smart Structures and Systems 6 (6), 549-559, 2010
High-mode vortex-induced vibration of stay cables: Monitoring, cause investigation, and mitigation
S Kim, S Kim, HK Kim
Journal of Sound and Vibration 524, 116758, 2022
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics
G Diana, S Stoyanoff, HK Kim
Structural Engineering International, 2019
Candidate model construction of a cable-stayed bridge using parameterised sensitivity-based finite element model updating
W Park, JY Park, HK Kim
Structure and Infrastructure Engineering 11 (9), 1163-1177, 2015
Damping estimates from reconstructed displacement for low-frequency dominant structures
S Kim, KY Park, HK Kim, HS Lee
Mechanical Systems and Signal Processing 136, 106533, 2020
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