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Hyeon-Jong Hwang ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Suh, Jung-Il / Park, Hong-Gun / Hwang, Hyeon-Jong / Im, Ju-Hyuk / Kim, Yong-Nam (2014): 계단실 공사를 위한 PC Double Wall 공법 개발 (Development of PC Double Wall for Staircase Construction). In: Journal of the Korea Institute of Building Construction (한국건축시공학회지), v. 14, n. 6 (December 2014).

    https://doi.org/10.5345/jkibc.2014.14.6.571

  2. Gao, Qin / Li, Jun-Hua / Zhou, Jian-Hui / Lai, Xi-Zhuo / Hwang, Hyeon-Jong (2022): A unified model for compressive strength of concrete-filled steel tube short columns with various symmetric sections. In: Journal of Building Engineering, v. 61 (December 2022).

    https://doi.org/10.1016/j.jobe.2022.105227

  3. Kang, Su-Min / Na, Su-Jeong / Hwang, Hyeon-Jong (2021): Two-way shear strength of reinforced concrete transfer slab-column connections. In: Engineering Structures, v. 231 (March 2021).

    https://doi.org/10.1016/j.engstruct.2020.111693

  4. Eom, Tae-Sung / Hwang, Hyeon-Jong / Park, Hong-Gun / Lee, Chang-Nam / Kim, Hyoung-Seop (2012): 앵글과 철근을 조립한 PSRC 합성기둥의 휨 실험 (Flexural Test for Prefabricated Composite Columns Using Steel Angle and Reinforcing Bar). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 5 (October 2012).

    https://doi.org/10.7781/kjoss.2012.24.5.535

  5. Hwang, Hyeon-Jong / Eom, Tae-Sung / Park, Hong-Gun / Lee, Chang-Nam / Kim, Hyoung-Seop (2012): 고강도 앵글을 적용한 선조립 합성기둥의 압축 실험 (Compression Test for Prefabricated Composite Columns Using High-Strength Steel Angles). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 4 (August 2012).

    https://doi.org/10.7781/kjoss.2012.24.4.361

  6. Hwang, Hyeon-Jong / Park, Hong-Gun / Hong, Geon-Ho / Kim, Jae-Yo / Kim, Yong-Nam (2016): Time-Dependent Deflection of Slab Affected by Construction Load. In: ACI Structural Journal, v. 113, n. 3 (May 2016).

    https://doi.org/10.14359/51687943

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