| Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear TS Kim, H Kuwamura Thin-Walled Structures 45 (4), 407-421, 2007 | 249 | 2007 |
| A parametric study on ultimate strength of single shear bolted connections with curling TS Kim, H Kuwamura, TJ Cho Thin-Walled Structures 46 (1), 38-53, 2008 | 114 | 2008 |
| Probabilistic risk assessment for the construction phases of a bridge construction based on finite element analysis T Cho, TS Kim Finite Elements in Analysis and Design 44 (6-7), 383-400, 2008 | 75 | 2008 |
| Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis TS Kim, H Kuwamura, SH Kim, YT Lee, T Cho Thin-Walled Structures 47 (11), 1191-1202, 2009 | 62 | 2009 |
| Ultimate strength of single shear two-bolted connections with austenitic stainless steel TS Kim, JS Lim International Journal of Steel Structures 13, 117-128, 2013 | 37 | 2013 |
| Estimation of ultimate strength in single shear bolted connections with aluminum alloys (6061-T6) YH Cho, TS Kim Thin-Walled Structures 101, 43-57, 2016 | 35 | 2016 |
| Numerical investigation on strength design and curling effect of mechanically fastened joints in cold-formed austenitic stainless steel TS Kim, H Kuwamura Materials & Design 32 (7), 3942-3956, 2011 | 34 | 2011 |
| Experimental investigation on strength and curling influence of bolted connections in thin-walled carbon steel TS Kim, JH Yoo, CW Roeder Thin-walled structures 91, 1-12, 2015 | 31 | 2015 |
| Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture HC Lee, BK Hwang, TS Kim Thin-Walled Structures 116, 145-153, 2017 | 24 | 2017 |
| Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel J Lim, T Kim, S Kim Journal of Zhejiang University SCIENCE A 14 (2), 120-136, 2013 | 24 | 2013 |
| The finite element analysis of the ultimate behavior of thin-walled carbon steel bolted connections TS Kim, HY Jeong, T Cho Journal of Constructional Steel Research 67 (7), 1086-1095, 2011 | 23 | 2011 |
| Investigation on ultimate strength and failure mechanism of bolted joints in two different aluminum alloys TS Kim, YH Cho Materials & Design 58, 74-88, 2014 | 21 | 2014 |
| Hysteretic behavior comparison of austenitic and lean duplex stainless steel square hollow section members under cyclic axial loading RH Kim, TS Kim, SH Im, Y Xi Engineering Structures 237, 112227, 2021 | 19 | 2021 |
| Block shear capacity in cold-formed lean duplex stainless steel double-shear bolted connections TS Kim, SK Hong, BK Hwang, JS Kim Thin-Walled Structures 161, 107520, 2021 | 19 | 2021 |
| Ultimate strength of lean duplex stainless steel single-shear bolted connections with four bolts GY Kim, TS Kim, BK Hwang, JS Kim Thin-Walled Structures 155, 106950, 2020 | 19 | 2020 |
| Development on ultimate strength equation of ferritic stainless steel (STS430) two-bolted connection TS Kim, BK Hwang, YC Lim Advances in Structural Engineering 23 (6), 1209-1223, 2020 | 15 | 2020 |
| Influence of microstructure difference of stainless steels on the strength and fracture of bolted connections T Kim, T Cho ISIJ international 53 (2), 365-374, 2013 | 15 | 2013 |
| Investigation on mechanical behaviors for bolted connections in carbon steel and in stainless steel using FEM TS Kim, H Kuwamura, T Cho, SW Shin, SH Kim, YT Lee ISIJ international 48 (6), 851-860, 2008 | 15 | 2008 |
| Parametric study on ultimate strength of four-bolted connections with cold-formed carbon steel TS Kim, MS Kim, TJ Cho International Journal of Steel Structures 18, 265-280, 2018 | 14 | 2018 |
| A comparative study on hysteretic characteristics of austenitic stainless steel and carbon steel slit dampers under cyclic loading BK Hwang, TS Kim, YJ Kim, JW Kim Journal of Building Engineering 45, 103553, 2022 | 13 | 2022 |
Yonghyun ChoSustainable Building Research Center, Hanyang ERICA在 hanyang.ac.kr 的电子邮件经过验证
