| Implementation of bond-slip effect in analyses of RC frames under cyclic loads using layered section method HG Kwak, JK Kim Engineering structures 28 (12), 1715-1727, 2006 | 77 | 2006 |
| Time-dependent analysis of RC frame structures considering construction sequences HG Kwak, JK Kim Building and Environment 41 (10), 1423-1434, 2006 | 72 | 2006 |
| Evaluation of internal bleeding in concrete using a self-weight bleeding test HJ Yim, JH Kim, HG Kwak, JK Kim Cement and Concrete Research 53, 18-24, 2013 | 54 | 2013 |
| Effects of amorphous metallic fibers on the properties of asphalt concrete JM Yang, JK Kim, DY Yoo Construction and Building Materials 128, 176-184, 2016 | 44 | 2016 |
| Ultimate resisting capacity of slender RC columns HG Kwak, JK Kim Computers & Structures 82 (11-12), 901-915, 2004 | 44 | 2004 |
| Experimental evaluation of transfer length in pretensioned concrete beams using 2,400-MPa prestressed strands JK Kim, JM Yang, HJ Yim Journal of Structural Engineering 142 (11), 04016088, 2016 | 30 | 2016 |
| Behavior of hybrid double skin concrete filled circular steel tube columns 김진국， 곽효경， 곽지현 Steel and Composite Structures, An International Journal 14 (2), 191-204, 2013 | 27 | 2013 |
| Nonlinear behavior of slender RC columns:(1). Numerical formulation HG Kwak, JK Kim Construction and Building Materials 20 (8), 527-537, 2006 | 27 | 2006 |
| P–Δ effect of slender RC columns under seismic load HG Kwak, JK Kim Engineering Structures 29 (11), 3121-3133, 2007 | 25 | 2007 |
| Applicability of 2360 MPa grade prestressing steel strand: Performance of material, bond, and anchorage system JM Yang, JY Jung, JK Kim Construction and Building Materials 266, 120941, 2021 | 19 | 2021 |
| Ensemble machine learning-based models for estimating the transfer length of strands in PSC beams VL Tran, JK Kim Expert Systems with Applications 221, 119768, 2023 | 18 | 2023 |
| Transfer length of 2400 MPa seven-wire 15.2 mm steel strands in high-strength pretensioned prestressed concrete beam JK Kim, HJ Yim, JM Yang Smart Structures and Systems, An International Journal 17 (4), 577-591, 2016 | 17 | 2016 |
| Tensile behavior of new 2,200 MPa and 2,400 MPa strands according to various types of mono anchorage TR Seong1b, KP Jang2c, SH Kwon Structural Engineering and Mechanics 47 (3), 383-399, 2013 | 17 | 2013 |
| Revealing the nonlinear behavior of steel flush endplate connections using ANN-based hybrid models JKK V.L. Tran Journal of Building Engineering 57, 104878, 2022 | 16 | 2022 |
| Mechanical properties of a new prestressing strand with ultimate strength of 2160 MPa JK Kim, JS Kim, SH Kwon KSCE Journal of Civil Engineering 18, 607-615, 2014 | 16 | 2014 |
| Nonlinear behavior of slender RC columns (2). Introduction of design formula HG Kwak, JK Kim Construction and Building Materials 20 (8), 538-553, 2006 | 15 | 2006 |
| Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths JM Yang, JK Kim, DY Yoo Engineering Structures 171, 433-444, 2018 | 13 | 2018 |
| Development of efficient anchorage device and estimation of its bearing strength of posttensioning anchorage zone Y Kwon, JK Kim, JM Yang Journal of Structural Engineering 144 (3), 04017219, 2018 | 13 | 2018 |
| Anchorage zone behavior in the slab with flat anchorage JK Kim, Y Kwon, HG Kwak Journal of the Korean Society of Hazard Mitigation 14 (1), 67-76, 2014 | 13 | 2014 |
| Effect of design variables on deflected tensile performance of high-strength 7-wire steel strand for stay cable JK Kim, JM Yang Construction and Building Materials 188 (10), 40-48, 2018 | 12 | 2018 |
Hong Jae YimPusan National University在 pusan.ac.kr 的电子邮件经过验证
