| Year |
Citation |
Score |
| 2024 |
Kim J, Lee SJ, Ji SH, Kim DJ. Structural performance of the concrete-filled tube column with internal triangular units subjected to axial compression. Plos One. 19: e0297154. PMID 38446783 DOI: 10.1371/journal.pone.0297154 |
0.302 |
|
| 2020 |
Rhim HC, Kang J, Kim YH, Kim D. Push-out test and analysis of steel pile caps strengthened with perfobond shear connectors Magazine of Concrete Research. 72: 182-193. DOI: 10.1680/Jmacr.18.00297 |
0.372 |
|
| 2019 |
Ha T, Hong S, Cho B, Kim D. Effective Assessment of Inelastic Torsional Deformation of Plan-Asymmetric Shear Wall Systems Applied Sciences. 9: 2814. DOI: 10.3390/App9142814 |
0.339 |
|
| 2019 |
Cho B, Lee J, Kim H, Kim D. Structural Performance of a New Blind-Bolted Frame Modular Beam-Column Connection under Lateral Loading Applied Sciences. 9: 1929. DOI: 10.3390/App9091929 |
0.35 |
|
| 2017 |
Cho B, Lee J, Kim Y, Kim D. Flexural Capacity of a New Composite Beam with Concrete-Infilled Tubular Lower Flange Applied Sciences. 7: 57. DOI: 10.3390/App7010057 |
0.397 |
|
| 2017 |
Son H, Park J, Kim H, Lee YH, Kim D. Generalized finite element analysis of high-rise wall-frame structural systems Engineering Computations. 34: 189-210. DOI: 10.1108/Ec-07-2016-0266 |
0.326 |
|
| 2017 |
Ha T, Kim J, Cho B, Kim D, Jung J, Shin S, Kim H. Finite element model updating of multi-span greenhouses based on ambient vibration measurements Biosystems Engineering. 161: 145-156. DOI: 10.1016/J.Biosystemseng.2017.06.019 |
0.323 |
|
| 2016 |
Kim Y, Kang J, Kim S, Kim D. Structural Performance of Steel Pile Caps Strengthened with Perfobond Shear Connectors under Lateral Loading Applied Sciences. 6: 317. DOI: 10.3390/App6110317 |
0.416 |
|
| 2016 |
Ha T, Ko J, Lee S, Kim S, Jung J, Kim D. A Case Study on the Rehabilitation of a Fire-Damaged Structure Applied Sciences. 6: 126. DOI: 10.3390/App6050126 |
0.328 |
|
| 2016 |
Ha T, Cho B, Kim H, Kim D. Development of an Efficient Steel Beam Section for Modular Construction Based on Six-Sigma Advances in Materials Science and Engineering. 2016: 1-13. DOI: 10.1155/2016/9687078 |
0.351 |
|
| 2016 |
Kim Y, Kang J, Koo H, Kim D. Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening Advances in Materials Science and Engineering. 2016: 1374689. DOI: 10.1155/2016/1374689 |
0.396 |
|
| 2015 |
Ha T, Lee MH, Park J, Kim DJ. Effects of openings on the punching shear strength of RC flat-plate slabs without shear reinforcement Structural Design of Tall and Special Buildings. 24: 895-911. DOI: 10.1002/Tal.1217 |
0.401 |
|
| 2014 |
Kim D, Kim MS, Choi J, Kim H, Scanlon A, Lee YH. Concrete Beams with Fiber-Reinforced Polymer Shear Reinforcement Aci Structural Journal. 111: 903-912. DOI: 10.14359/51686633 |
0.329 |
|
| 2014 |
Lee YH, Kim MS, Kim H, Kim D. Shear resistance of stud connectors in high strength concrete Structural Engineering and Mechanics. 52: 647-661. DOI: 10.12989/Sem.2014.52.4.647 |
0.325 |
|
| 2014 |
Kim D, Lee J, Lee YH. Effectiveness factor of strut-and-tie model for concrete deep beams reinforced with FRP rebars Composites Part B-Engineering. 56: 117-125. DOI: 10.1016/J.Compositesb.2013.08.009 |
0.422 |
|
| 2013 |
Ha TH, Kim DJ, Han CH. Structural Performance of Disaster Relief Housing Units Subjected to Cyclic Loading Advanced Materials Research. 684: 111-115. DOI: 10.4028/www.scientific.net/AMR.684.111 |
0.309 |
|
| 2013 |
Lee YH, Kim MS, Kim H, Lee J, Kim D. Experimental study on bond strength of fiber reinforced polymer rebars in normal strength concrete Journal of Adhesion Science and Technology. 27: 508-522. DOI: 10.1080/01694243.2012.687554 |
0.37 |
|
| 2013 |
Kim D, Kim MS, Yun GY, Lee YH. Bond strength of steel deformed rebars embedded in artificial lightweight aggregate concrete Journal of Adhesion Science and Technology. 27: 490-507. DOI: 10.1080/01694243.2012.687552 |
0.373 |
|
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