• J34. Park, J. S., Choi, I., Kim, J., & Park, H. S. (2024). Rapid simulation method for assessing seismic damage to building curtain walls on a regional scale using designed wind load capacity. Integrated Computer-Aided Engineering, (Preprint), 1-16. (SCIE, IF=5.8)
   

• J33. Chang, H., Kim, J., & Hahn, S. (2024). Developing Seismic Fragility Curves Using ANN Based Probabilistic Seismic Demand Models Derived from Structural Design Parameters. In International Conference on the Behaviour of Steel Structures in Seismic Areas, 519, 947-957.
   

• J32. ​Choi, I., Kim, D., & Kim, J. (2024). Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea. Bulletin of Earthquake Engineering, 22(3), 1055-1079. (SCIE, IF=3.8)
   

• J31. Choi, I., Kim, J. H., Kang, W. H., Kim, Y. S. (2022). Bayesian Framework for Updating Seismic Loss Functions with Limited Observational Data in Low-to-Moderate Seismicity Regions. Journal of Earthquake Engineering, 26(16), 8205-8228 (SCIE, IF=2.997)​​

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• J30. Hong, S., Choi, I., Kim, J., & Hahn, S. (2022). Novel design equation on minimum column depth for interior beam-column joints in special moment frames with large-diameter high-strength rebar. Journal of Building Engineering, 52, 104419. (SCIE, IF=7.144)
   

• J29. Choi, I., Kim, D. W., & Kim, J. H. (2022). Non-iterative optimal design method based on LM index for steel double-beam floor systems reinforced with concrete panels. Materials, 15(13), 4538. (SCIE, IF=3.748)​​

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• J28. Choi, I., Kim, J., & Sohn, J. (2022). Automated framework for monitoring building structures through derivation of lateral stiffness using marker-free vision-based displacement sensor. Measurement, 194, 111062. (SCIE, IF=5.131)

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• J27. Choi, I., Kim, J., Kim, D., & Park, J. (2022). Effects of grid-type shear connector arrangements used for insulated concrete sandwich wall panels with a low aspect ratio. Journal of Building Engineering, 46, 103754. (SCIE, IF=7.144)

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• J26. Sohn, J., Choi, I., & Kim, J. (2022). Development of limit states for seismic fragility assessment of piloti-type structures verified with observed damage data. Engineering Structures, 251, 113562. (SCIE, IF=5.582)
   

• ​J25. Shin, J., Choi, I., Kim, J. H. (2021). Rapid decision-making tool of piloti-type RC building structure for seismic performance evaluation and retrofit strategy using multi-dimensional structural parameter surface. Soil Dynamics and Earthquake Engineering, 153, 106978​. (SCIE, IF=3.72)

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• J24. Chang, H. J., Choi, I., Kim, J. H., Hong, S. Y. (2021). Experimental investigation on seismic performance of two types of member-panel zone unified joints for precast concrete moment-resisting frame. Journal of Building Engineering. 43, 103202. (SCIE, IF=5.32)​

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• J23. Choi, I., Kim, D. W., & Kim, J. H. (2021). Development of Optimal Design Method for Steel Double-Beam Floor System Considering Rotational Constraints. Applied Sciences, 11(7), 3266. (SCIE, IF=2.68)

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• J22. Chang, H. J., Kim, J. H., Choi, I., Gencturk, B. (2021). Experimental and Numerical Investigation of Vertical Through-Plate for CFT Column to H-Beam Connections. The Structural Design of Tall and Special Buildings, 30(4), 1831. (SCIE, IF=2.05)
   

• J21. Choi, I., Kim, J. H., Jang, J., Chang, H. J., Kang, G. (2021). Composite Effects on Rotational Constraints of a Double-Beam System Reinforced with Beam-End Concrete. Engineering Structures, 228, 111585. (SCIE, IF=3.55)​​​

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• J20. Choi, I., Chang, H. J., Kim, J. H. (2020). Interfacial Stress Concentrations of Vertical Through-plate to H-beam Connections in CFT Column. International Journal of High-Rise Buildings, 9(4), 325-334.

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• J19. Choi, I., Kim, J. H., Kim, D. W. (2020). LCA-Based Investigation of Environmental Impacts for Novel Double-Beam Floor System Subjected to High Gravity Loads. Sustainability, 12(21), 9193. (SCIE, IF=2.58)

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• J18. Park, H. S., Kim, J. H., Oh, B. K. (2019). Model updating method for damage detection of building structures under ambient excitation using modal participation ratio. Measurement, 133, 251-261. (SCIE, IF=3.36)

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• J17. Choi, I., Kim, J. H., Jang, J. (2018). Development of Marker-Free Night-Vision Displacement Sensor System by Using Image Convex Hull Optimization. Sensors, 18, 4151. (SCI, IF=3.3)
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• J16. Shin, J., Jeon, J. S., Kim, J. H. (2018). Mainshock-aftershock response analyses of FRP-jacketed columns in existing RC building frames. Engineering Structures, 165, 315-330. (SCI, IF=3.5)

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• J15. Choi, I., Kim, J. H., Kim, D. (2016). A Target-Less Vision-Based Displacement Sensor Based on Image Convex Hull Optimization for Measuring the Dynamic Response of Building Structures. Sensors, 16(12), 2085. (SCI, IF=2.03)

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• J14. Choi, I., Kim, J. H., You, Y. C. (2016). Effect of Cyclic Loading on Composite Behavior of Insulated Concrete Sandwich Wall Panels with GFRP Shear Connectors. Composites Part B: Engineering, 96, 7-19. (SCI, IF=2.98)

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• J13. Kang, W. H., Kim, J. H. (2016). Reliability-based Flexural Design Models for Concrete Sandwich Wall Panels with Continuous GFRP Shear Connectors. Composites Part B: Engineering, 89, 340-351. (SCI, IF=2.98)

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• J12. Kang, W. H., Kim, J. H. (2016). Development of Statistical Design Models for Concrete Sandwich Panels with Continuous Glass-fiber-reinforced Polymer Shear connectors. Advances in Structural Engineering, 19(2), 239-254. (SCI, IF=0.58)

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• J11. Shin, J., Kim, J. H., Chang, H. J. (2016). Anchor Plate Effect on the Breakout Capacity in Tension for Thin-walled Concrete Panels. Engineering Structures, 106, 147-153. (SCI, IF=1.84)

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• J10. Shim, H. B., Kim, J. H., Park, H. S. (2015). Slab effectiveness of steel-reinforced concrete coupling beams in flat plate systems, Materials Research Innovations, 19(8), 911-916.

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• J9. Shim, H. B., Kim, J. H., Park, H. S. (2015). Slab effectiveness of reinforced concrete coupling beams in flat plate systems, Materials Research Innovations, 19(8), 743-749.

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• J8. Kim, J. H., Choi. K.-S. (2015). Flexural Strength for Insulated Concrete Sandwich Wall Panel Reinforced with Glass-fiber-reinforced Polymer Shear Grids: Roughnessinduced Mechanical Bonding, Materials Research Innovations, 19(8), S8-397-S8-400

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• J7. Choi, I., Kim, J. H., Kim, H. R. (2015). Composite Behavior of Insulated Concrete Sandwich Wall Panels subjected to Wind Pressure and Suction. Materials, 8(3), 1264-1282. (SCIE, IF=2.65)

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• J6. Kim, J. H., You, Y. C. (2015). Composite Behavior of a Novel Insulated Concrete Sandwich Wall Panel Reinforced with GFRP Shear Grids: Effects of Insulation Types. Materials, 8(3), 899-913. (SCIE, IF=2.65)

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• J5. Shin, J., Kim, J. H. (2014). Different Macroscopic Models for Slender and Squat Reinforced Concrete Walls subjected to Cyclic Loads. Earthquakes and Structures, 7(5), 877-890. (SCIE, IF=0.69)

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• J4. Shin, J., Kim, J. H, Lee, K. (2014). Seismic Assessment of Damaged Piloti?type RC Building subjected to Successive Earthquakes. Earthquake engineering & Structural dynamics, 43(11), 1603-1619. (SCI, IF=2.31)

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• J3. You, Y. C., Choi, K. S., Kim, J. H. (2012). An Experimental Investigation on Flexural Behavior of RC Beams Strengthened with Prestressed CFRP Strips using a Durable Anchorage System. Composites Part B: Engineering, 43(8), 3026-3036. (SCI, IF=2.98)

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• J2. Kim, J. H., Ghaboussi, J., Elnashai, A. S. (2012). Hysteretic Mechanical-informational Modeling of Bolted Steel Frame Connections. Engineering Structures, 45, 1-11. (SCI, IF=1.84)

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• J1. Kim, J. H., Ghaboussi, J., Elnashai, A. S. (2010). Mechanical and Informational Modeling of Steel Beam-to-column Connections. Engineering Structures, 32(2), 449-458. (SCI, IF=1.84)