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Jin-Kook Kim
Jin-Kook Kim
Verified email at seoultech.ac.kr
Title
Cited by
Cited by
Year
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
772006
Time-dependent analysis of RC frame structures considering construction sequences
HG Kwak, JK Kim
Building and Environment 41 (10), 1423-1434, 2006
722006
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
542013
Ultimate resisting capacity of slender RC columns
HG Kwak, JK Kim
Computers & Structures 82 (11-12), 901-915, 2004
432004
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
412016
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
292016
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
272013
Nonlinear behavior of slender RC columns:(1). Numerical formulation
HG Kwak, JK Kim
Construction and Building Materials 20 (8), 527-537, 2006
272006
P–Δ effect of slender RC columns under seismic load
HG Kwak, JK Kim
Engineering Structures 29 (11), 3121-3133, 2007
242007
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
182021
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
172023
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
172013
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
162016
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
152014
Nonlinear behavior of slender RC columns (2). Introduction of design formula
HG Kwak, JK Kim
Construction and Building Materials 20 (8), 538-553, 2006
152006
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
142022
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
132018
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
132014
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
122018
Innovative formulas for reinforcing bar bonding failure stress of tension lap splice using ANN and TLBO
VL Tran, JK Kim
Construction and Building Materials 369, 130500, 2023
112023
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