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Ho-Kyung Kim
Ho-Kyung Kim
Professor, Dept. of Civil and Environmental Engineering, Seoul National University
在 snu.ac.kr 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Nonlinear static procedure for fragility curve development
M Shinozuka, MQ Feng, HK Kim, SH Kim
Journal of engineering mechanics 126 (12), 1287-1295, 2000
6232000
Non-linear shape-finding analysis of a self-anchored suspension bridge
HK Kim, MJ Lee, SP Chang
Engineering structures 24 (12), 1547-1559, 2002
2342002
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
1012010
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
992013
Determination of hanger installation procedure for a self-anchored suspension bridge
HK Kim, MJ Lee, SP Chang
Engineering Structures 28 (7), 959-976, 2006
922006
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
692020
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
592013
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
552017
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
522016
Geometrically nonlinear buffeting response of a cable-stayed bridge
HK Kim, M Shinozuka, SP Chang
Journal of engineering mechanics 130 (7), 848-857, 2004
492004
Statistical analysis of bridge fragility curves
M Shinozuka, M Feng, H Kim, T Uzawa, T Ueda
Proceedings of the US-Italy workshop on protective systems for bridges, 249-56, 1998
431998
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
412017
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
402012
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
372012
Damping identification of bridges under nonstationary ambient vibration
S Kim, HK Kim
Engineering 3 (6), 839-844, 2017
322017
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
322010
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
302019
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
292022
Long short-term memory (LSTM)-based wind speed prediction during a typhoon for bridge traffic control
JY Lim, S Kim, HK Kim, YK Kim
Journal of Wind Engineering and Industrial Aerodynamics 220, 104788, 2022
252022
Long-term damping characteristics of twin cable-stayed bridge under environmental and operational variations
D Hwang, S Kim, HK Kim
Journal of Bridge Engineering 26 (9), 04021062, 2021
242021
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