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Ju, Hyunjin / Jung, Chanseo / Cho, Hae-Chang (2024): Strength Model for Prestressed Concrete Beams Subjected to Pure Torsion. In: Buildings, v. 14, n. 9 (25 August 2024).
https://doi.org/10.3390/buildings14092690
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Meiramov, Didar / Seo, Yujae / Ju, Hyunjin / Cho, Hae-Chang (2023): Direct Tensile Capacity of Steel-Tube Connections in a Precast Concrete Double-Wall System. In: Buildings, v. 13, n. 11 (26 October 2023).
https://doi.org/10.3390/buildings13112872
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Han, Sun-Jin / Ju, Hyunjin / Joo, Hyo-Eun / Kim, Kang Su (2024): Shear resistance mechanism of prefabricated large-scale gerber girder. In: Journal of Building Engineering, v. 83 (April 2024).
https://doi.org/10.1016/j.jobe.2023.108424
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Mamesh, Zhamilya / Sailauova, Dilnura / Zhang, Dichuan / Ju, Hyunjin / Lee, Deuckhang / Kim, Jong (2023): Slab Reinforcement Contributions to Negative Moment Strength of Reinforced Concrete T-Beam with High Strength Steel at Exterior Beam-Column Joints. In: International Journal of Concrete Structures and Materials, v. 17, n. 1 (19 December 2023).
https://doi.org/10.1186/s40069-023-00634-z
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Meiramov, Didar / Ju, Hyunjin / Seo, Yujae / Lee, Se-Jung / Ha, Taehyu (2023): Investigation of column-to-base connections of pole-mounted solar panel structures. In: Journal of Constructional Steel Research, v. 208 (September 2023).
https://doi.org/10.1016/j.jcsr.2023.108025
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Lee, Deuckhang / Shin, Hyeongyeop / Yerzhanov, Meirzhan / Ju, Hyunjin / Kang, Thomas H.-K. (2023): Modification of Approximate Method of ACI 318 Prestressed Concrete Shear Provision. In: ACI Structural Journal, v. 120, n. 3 ( 2023).
https://doi.org/10.14359/51738463
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Kryzhanovskiy, Kirill / Zhang, Dichuan / Ju, Hyunjin / Kim, Jong (2023): Development of Torsional Strength Model for Steel Fiber Reinforced Concrete Beams with Transverse Reinforcement. In: International Journal of Civil Engineering, v. 21, n. 7 (March 2023).
https://doi.org/10.1007/s40999-023-00816-6
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Ju, Hyunjin / Yershanov, Meirzhan / Lee, Deuckhang / Shin, Hyeongyeop / Hang, Thomas H.-K. (2023): Modifications to ACI 318 shear design method for prestressed concrete members: Detailed method. In: PCI Journal, v. 68, n. 1 ( 2023).
https://doi.org/10.15554/pcij68.1-01
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Zhang, Wei / Lee, Deuckhang / Kim, Seon-Hoon / Ju, Hyunjin / Lee, Chang-Jae (2023): Seismic performance of precast wide beam-column connections with asymmetrical anchorage reinforcement details. In: Engineering Structures, v. 275 (January 2023).
https://doi.org/10.1016/j.engstruct.2022.115237
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Han, Sun-Jin / Ju, Hyunjin / Lee, Deuckhang (2022): Practical approach for estimating flexural strengths of corroded RC members considering bond strength degradation. In: Structures, v. 39 (May 2022).
https://doi.org/10.1016/j.istruc.2022.03.072
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Yang, Il-Seung / Lee, Deuckhang / Ju, Hyunjin / Lee, Se-Jung / Oh, Jae-Yuel (2022): Steel-concrete composite beam-column connections utilizing prefabricated permanent steel form. In: Journal of Building Engineering, v. 46 (April 2022).
https://doi.org/10.1016/j.jobe.2021.103836
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Ju, Hyunjin / Lee, Deuckhang: Nonlinear Analysis of Reinforced Concrete Members Subjected to Combined Torsion and Bending Moment. In: ACI Structural Journal.
https://doi.org/10.14359/51732643
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Ju, Hyunjin / Lee, Deuckhang / Kim, Kil‐Hee / Yerzhanov, Meirzhan / Zhang, Dichuan / Kim, Jong R. (2021): Torsional design method used in Eurasia region: A comparative study. In: Structural Concrete, v. 22, n. 6 (December 2021).
https://doi.org/10.1002/suco.202100136
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Park, Min-Kook / Lee, Deuck Hang / Ju, Hyunjin / Hwang, Jin-Ha / Choi, Seung-Ho / Kim, Kang Su (2015): Minimum shear reinforcement ratio of prestressed concrete members for safe design. In: Structural Engineering and Mechanics, v. 56, n. 2 (October 2015).
https://doi.org/10.12989/sem.2015.56.2.317
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Ju, Hyunjin / Lee, Deuckhang / Park, Min-Kook / Memon, Shazim Ali (2021): Punching Shear Strength Model for Reinforced Concrete Flat Plate Slab–Column Connection without Shear Reinforcement. In: Journal of Structural Engineering (ASCE), v. 147, n. 3 (March 2021).
https://doi.org/10.1061/(asce)st.1943-541x.0002939
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Ju, Hyunjin / Kim, Kang Su / Lee, Deuck Hang / Hwang, Jin-Ha / Choi, Seung-Ho / Oh, Young-Hun (2015): Torsional responses of steel fiber-reinforced concrete members. In: Composite Structures, v. 129 (October 2015).
https://doi.org/10.1016/j.compstruct.2015.04.003
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Ju, Hyunjin / Lee, Deuck Hang / Kim, Kang Su (2019): Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers. In: Composite Structures, v. 207 (January 2019).
https://doi.org/10.1016/j.compstruct.2018.09.068
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Ju, Hyunjin / Han, Sun-Jin / Kim, Kang Su (2020): Analytical model for torsional behavior of RC members combined with bending, shear, and axial loads. In: Journal of Building Engineering, v. 32 (November 2020).
https://doi.org/10.1016/j.jobe.2020.101730
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Ju, Hyunjin / Lee, Deuckhang / Kim, Jong R. / Kim, Kang Su (2020): Maximum torsional reinforcement ratio of reinforced concrete beams. In: Structures, v. 23 (February 2020).
https://doi.org/10.1016/j.istruc.2019.09.007
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Lee, Deuckhang / Han, Sun-Jin / Ju, Hyunjin / Zhang, Dichuan / Kim, Kang Su (2021): Shear strength model for prestressed concrete beams with steel fibers failed in shear. In: Magazine of Concrete Research, v. 73, n. 14 (July 2021).
https://doi.org/10.1680/jmacr.19.00391
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Joo, Hyo‐Eun / Han, Sun‐Jin / Lee, Deuckhang / Ju, Hyunjin / Seo, Soo‐Yeon / Kim, Kang Su (2020): Design method for checking tensile stresses under service loads in cracked prestressed concrete members with 2,400‐MPa strands. In: The Structural Design of Tall and Special Buildings, v. 29, n. 1 (January 2020).
https://doi.org/10.1002/tal.1681
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Cho, Hae-Chang / Lee, Deuck Hang / Ju, Hyunjin / Kim, Kang Su / Kim, Ki-Hyun / Monteiro, Paulo J. M. (2015): Remaining service life estimation of reinforced concrete buildings based on fuzzy approach. In: Computers and Concrete, v. 15, n. 6 (June 2015).
https://doi.org/10.12989/cac.2015.15.6.879
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Lee, Deuck Hang / Hwang, Jin-Ha / Ju, Hyunjin / Kim, Kang Su (2014): Application of direct tension force transfer model with modified fixed-angle softened-truss model to finite element analysis of steel fiber-reinforced concrete members subjected to Shear. In: Computers and Concrete, v. 13, n. 1 (January 2014).
https://doi.org/10.12989/cac.2014.13.1.049
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Kim, Kang Su / Choi, Seung-Ho / Ju, Hyunjin / Lee, Deuck Hang / Lee, Jae-Yeon / Shin, Myoungsu (2014): Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - Part 1: derivation. In: Earthquakes and Structures, v. 7, n. 5 (November 2014).
https://doi.org/10.12989/eas.2014.7.5.719
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Lee, Deuckhang / Kang, Thomas H.-K. / Ju, Hyunjin / Moon, Sung-woo / Yang, Il-Seung (2019): Seismic Performance of Reinforced Concrete Column-Foundation Connections Using Combo-Type Mechanical Splices. In: ACI Structural Journal, v. 116, n. 5 (September 2019).
https://doi.org/10.14359/51716766
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Hwang, Jin-Ha / Lee, Deuck Hang / Ju, Hyunjin / Kim, Kang Su / Kang, Thomas H.-K. / Pan, Zuanfeng (2016): Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams. In: International Journal of Concrete Structures and Materials, v. 10, n. 1 (March 2016).
https://doi.org/10.1007/s40069-016-0159-2
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Ju, Hyunjin / Lee, Deuck Hang / Hwang, Jin-Ha / Kim, Kang Su / Oh, Young-Hun (2013): Fixed-Angle Smeared-Truss Approach with Direct Tension Force Transfer Model for Torsional Behavior of Steel Fiber-Reinforced Concrete Members. In: Journal of Advanced Concrete Technology, v. 11, n. 9 ( 2013).
https://doi.org/10.3151/jact.11.215
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Hwang, Jin-Ha / Lee, Deuck Hang / Kim, Kang Su / Ju, Hyunjin / Seo, Soo-Yeon (2013): Evaluation of shear performance of steel fibre reinforced concrete beams using a modified smeared-truss model. In: Magazine of Concrete Research, v. 65, n. 5 (March 2013).
https://doi.org/10.1680/macr.12.00009
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Lee, Deuck Hang / Han, Sun-Jin / Hwang, Jin-Ha / Ju, Hyunjin / Kim, Kang Su (2017): Simplification and verification of dual potential capacity model for reinforced concrete beams subjected to shear. In: Structural Concrete, v. 18, n. 2 (April 2017).
https://doi.org/10.1002/suco.201600055