Journal Papers | SSEEL

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International Journal Papers

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)

J30. 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)

J29. 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)

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)

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)

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)

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)

J22. 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)

J21. 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)

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.

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)

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)

J17. Shin, J., Jeon, J. S., Kim, J. H. (2018). Mainshock-aftersh?ock response analyses of FRP-jacketed columns in existing RC building frames. Engineering Structures, 165, 315-330. (SCI, IF=3.5)

J16. 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)

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)

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)

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)

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)

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)

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.

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.

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

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)

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)

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)

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)

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)

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)

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)

Domestic Journal Papers

D13. 정기혁, 최인섭, 김준희.(2023). 기둥단부 회전제약에 따른 수직비정형 건축물의 변위기반 붕괴저항성 분석. 한국콘크리트학회논문집, 35(5), 487-494.
D12. 심정은, 최인섭, 김준희. (2022). 설계스펙트럼의 개정에 따른 철근콘크리트 보통모멘트골조의 내진성능수준 평가. 한국지진공학회논문집, 26(5), 211-217.

D11. 최재혁, 최인섭, 김준희, 손정훈. (2021). 강성기반 연층비를 활용한 주거형 필로티 건축물의 내진성능예비평가 기법 개발. 한국전산구조공학회논문집, 34(4), 175-182.

D10. 손정훈, 최인섭, 김준희. (2020). 선형 기반 내진설계 해석법에 따른 수직비정형성 건축물의 변위집중 분석. 대한건축학회논문집 계획계, 36(6), 193-200.

D9. 최인섭, 이주희, 손정훈, 김준희. (2019). 건축 비구조재의 내진설계요소 및 내진설계하중에 관한 고찰. 대한건축학회논문집 구조계, 35(5), 117-124.

D8. 신지욱, 전종수, 김준희. (2018). 초기 손상을 입은 비연성 철근콘크리트 골조의 FRP재 킷으로 보수된 기둥의 수치해석모델. 한국지진공학회논문집, 22(5), 291-298.

D7. 최인섭, 장지상, 김준희. (2017). 역량스펙트럼법을 통한 구조물 성능점의 확률적 기반 내진성능평가기법 개발. 한국전산구조공학회논문집, 30(6), 523-530.

D6. 최인섭, 김준희. (2016). 비마커 영상기반 변위계측 시스템을 이용한 구조물의 동특성 측정. 한국전산구조공학회논문집, 29(4), 301-308. (KCI)

D5. 신지욱, 김준희, 이기학. (2013). 연속 지진에 의하여 손상된 필로티 RC 건축물의 BRB 보강전/후의 취약성 평가. 한국지진공학회논문집, 17(3), 133-141. (KCI)

D4. 김준희, 유영찬. (2012). GFRP 전단연결재로 보강된 콘크리트 중단열 외벽시스템 개발. 콘크리트학회지, 24(3), 41-44.

D3. 김준희, Ghaboussi, J. (2012). 구조모델 개선을 위한 정보기반 하이브리드 모델링 기법. 한국전산구조공학회논문집, 25(4). 363-372. (KCI)

D2. 신지욱, 김준희, 유영찬, 최기선, 김호룡. (2012). 거시적 모델을 다르게 고려한 철근콘크리트 벽체의 비선형 해석 연구. 한국지진공학회논문집, 16(5). 1-11. (KCI)

D1. 유영찬, 김준희, 김호룡, 최기선. (2011). 유리 섬유복합체(GFRP) 전단연결재로 보강된 중단열 콘크리트 월 패널의 단열재 종류에 따른 휨 거동 분석. 대한건축학회논문집-구조계, 27(11). 61-70. (KCI)

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