| Cost-effective connection details for highway sign, luminaire, and traffic signal structures S Roy, YC Park, R Sause, JW Fisher, EJ Kaufmann NCHRP Web-Only Document, 2011 | 48 | 2011 |
| Failure analysis of fatigue cracking in the tension clamp of a rail fastening system YC Park, C An, HB Sim, M Kim, JK Hong International Journal of Steel Structures 19, 1570-1577, 2019 | 28 | 2019 |
| A numerical study of the tensile stress concentration in a hemi-ellipsoidal corrosion pit on a plate LS An, YC Park, HK Kim International Journal of Steel Structures 19, 530-542, 2019 | 21 | 2019 |
| Fatigue performance of stiffened pole-to-base plate socket connections in high-mast structures S Roy, YC Park, R Sause, JW Fisher Journal of Structural Engineering 138 (10), 1203-1213, 2012 | 19 | 2012 |
| Effect of the depth of decarburized layer in SKL15 tension clamp on fatigue strength YC Park, CB An, M Kim, HB Sim Applied Sciences 11 (9), 3841, 2021 | 12 | 2021 |
| Modeling corrosion progress of steel wires in external tendons CH Yoo, Y Chul Park, HK Kim Journal of Bridge Engineering 23 (12), 04018098, 2018 | 12 | 2018 |
| Fatigue performance of groove-welded tube-to-end-plate connections in highway sign, luminaire, and traffic signal structures S Roy, YC Park, R Sause, JW Fisher Transportation research record 2152 (1), 63-70, 2010 | 12 | 2010 |
| Fatigue resistance of pole-to-base plate connections in high level lighting structures S Roy, YC Park, R Sause, JW Fisher Structures Congress 2010, 170-181, 2010 | 9 | 2010 |
| A fatigue reliability assessment for rail tension clamps based on field measurement data JH Kim, YC Park, M Kim, HB Sim Applied Sciences 12 (2), 624, 2022 | 8 | 2022 |
| Evaluation of structural behavior and fatigue performance of a KR-type rail clip SH Kim, XJ Fang, YC Park, HB Sim Applied Sciences 11 (24), 12074, 2021 | 8 | 2021 |
| Section loss in naturally corroded 7-wire steel strands in external tendons CH Yoo, YC Park, HK Kim Structure and Infrastructure Engineering 16 (11), 1593-1603, 2020 | 8 | 2020 |
| Collapse analysis of ERW pipe based on roll-forming and sizing simulations SW Han, YC Park, SC Kang, S Jung, HK Kim Journal of Marine Science and Engineering 7 (11), 410, 2019 | 8 | 2019 |
| A new Bayesian approach to derive Paris' law parameters from SN curve data SR Prabhu Structural Engineering and Mechanics, An Int'l Journal 69 (4), 361-369, 2019 | 6 | 2019 |
| Cost effective details for sign, luminaires and signal structure S Roy, YC Park, R Sause, JW Fisher, EK Kaufmann Transportation Research Board, National Research Council, Washington, DC, 2011 | 6 | 2011 |
| Effect of Strain Hardening on Increase in Collapse Pressure during the Manufacture of ERW Pipe SW Han, YC Park, HK Kim, SC Kang Applied Sciences 10 (14), 5005, 2020 | 5 | 2020 |
| Cyclic Perofrmance of Easy Quality (EQ) Moment Connections as an Intermediate Steel Moment Frame JK Hong, YC Park, HB Sim International Journal of Steel Structures 19, 1272-1282, 2019 | 5 | 2019 |
| Evaluating the threshold for corrosion-to-fatigue crack transition using a corroded steel plate from an in-service bridge LS An, YC Park, SH Lee, HK Kim Journal of Structural Engineering 148 (6), 04022060, 2022 | 4 | 2022 |
| Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures YC Park Lehigh University, 2015 | 4 | 2015 |
| How to use BWIM data in fatigue evaluation of a medium-span steel bridge SH Lee, LS An, YC Park, HK Kim International Journal of Steel Structures 22 (6), 1817-1828, 2022 | 3 | 2022 |
| A methodology for fatigue reliability assessment considering stress range distribution truncation JY Park, YC Park, HK Kim International Journal of Steel Structures 18, 1242-1251, 2018 | 3 | 2018 |
Ho-Kyung KimProfessor, Dept. of Civil and Environmental Engineering, Seoul National UniversityVerified email at snu.ac.kr
