Hyeon‐Jong Hwang

2.8k total citations
146 papers, 2.1k citations indexed

About

Hyeon‐Jong Hwang is a scholar working on Civil and Structural Engineering, Building and Construction and Materials Chemistry. According to data from OpenAlex, Hyeon‐Jong Hwang has authored 146 papers receiving a total of 2.1k indexed citations (citations by other indexed papers that have themselves been cited), including 140 papers in Civil and Structural Engineering, 114 papers in Building and Construction and 16 papers in Materials Chemistry. Recurrent topics in Hyeon‐Jong Hwang's work include Structural Behavior of Reinforced Concrete (111 papers), Structural Load-Bearing Analysis (69 papers) and Structural Response to Dynamic Loads (35 papers). Hyeon‐Jong Hwang is often cited by papers focused on Structural Behavior of Reinforced Concrete (111 papers), Structural Load-Bearing Analysis (69 papers) and Structural Response to Dynamic Loads (35 papers). Hyeon‐Jong Hwang collaborates with scholars based in South Korea, China and Canada. Hyeon‐Jong Hwang's co-authors include Hong‐Gun Park, Wei-Jian Yi, Gao Ma, Tae-Sung Eom, Chang-Soo Kim, Su-Min Kang, Ning Li, Hui Chen, Cheng Wu and Yun Zhou and has published in prestigious journals such as Construction and Building Materials, Cement and Concrete Composites and Composite Structures.

In The Last Decade

Hyeon‐Jong Hwang

133 papers receiving 2.1k citations

Peers

Hyeon‐Jong Hwang

CSE

Jesús Miguel Bairán García Spain

Demetrios M. Cotsovos United Kingdom

Jae-Yeol Cho South Korea

Akanshu Sharma Germany

Zhichao Lai China

H. S. Lew United States

Deuck Hang Lee South Korea

Kazunori Fujikake Japan

Gustavo J. Parra-Montesinos United States

Zuanfeng Pan China

Jesús Miguel Bairán García Spain

Hyeon‐Jong Hwang

1.5k ×0.7

CSE

1.1k ×0.7

284 ×0.9

104 ×1.1

60 ×1.6

Citations per year, relative to Hyeon‐Jong Hwang Hyeon‐Jong Hwang (= 1×) peers Jesús Miguel Bairán García

Countries citing papers authored by Hyeon‐Jong Hwang

Since Specialization

Citations

This map shows the geographic impact of Hyeon‐Jong Hwang's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by Hyeon‐Jong Hwang with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Hyeon‐Jong Hwang more than expected).

Fields of papers citing papers by Hyeon‐Jong Hwang

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Hyeon‐Jong Hwang. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by Hyeon‐Jong Hwang. The network helps show where Hyeon‐Jong Hwang may publish in the future.

Co-authorship network of co-authors of Hyeon‐Jong Hwang

This figure shows the co-authorship network connecting the top 25 collaborators of Hyeon‐Jong Hwang. A scholar is included among the top collaborators of Hyeon‐Jong Hwang based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with Hyeon‐Jong Hwang. Hyeon‐Jong Hwang is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

Sort: Min cites: Since: Top N: Style:

20 of 20 papers shown

Hwang, Hyeon‐Jong, et al.. (2025). Soil–structure interaction effects on seismic and fatigue response of hybrid wind turbine. Proceedings of the Institution of Civil Engineers - Structures and Buildings. 178(11). 1048–1066.

Ma, Gao, et al.. (2025). Mechanical properties of half grouted sleeve connections with insufficient grouting and bar eccentricity defects. Structures. 75. 108852–108852.

Gao, Qin, et al.. (2025). Compressive behavior of circular and square concreted-filled steel tubular short columns after freeze-thaw cycles. Engineering Structures. 333. 120172–120172. 1 indexed citations

Hwang, Hyeon‐Jong, et al.. (2024). Cyclic loading test for joints between concrete-filled U-shaped steel beams and bolt-connected steel angle composite columns. Journal of Building Engineering. 96. 110553–110553. 3 indexed citations

Eom, Tae-Sung, et al.. (2024). Experimental and analytical investigation of bracket moment connection for precast concrete beam-to-composite column joints. Journal of Building Engineering. 96. 110593–110593. 5 indexed citations

Kang, Su-Min, Joon Hee Kang, Seung‐Il Kim, et al.. (2024). In-plane seismic performance of precast concrete hollow-core slab panels for basement walls. Structures. 63. 106478–106478. 1 indexed citations

Wang, Fei, et al.. (2024). Dynamic characteristics of segmental assembled HH120 wind turbine tower. Engineering Structures. 303. 117438–117438. 9 indexed citations

Ma, Gao, et al.. (2024). Axial compressive behavior and model analysis of BFRP-jacketed corroded and pre-damaged circular reinforced concrete columns. Engineering Structures. 302. 117467–117467. 6 indexed citations

Rahman, Ahmad Baharuddin Abd., et al.. (2023). Behavior of grouted splice sleeve connection using FRP sheet. Engineering Structures. 296. 116898–116898. 7 indexed citations

10.

Lü, Ya, et al.. (2023). Flexural properties of ultra-high performance fiber reinforced concrete based on three-dimensional random distribution of steel fibers. Engineering Structures. 293. 116583–116583. 2 indexed citations

11.

Kang, Su-Min, et al.. (2023). Effect of joint details on progressive collapse resistance of precast concrete structures. Journal of Building Engineering. 69. 106217–106217. 12 indexed citations

12.

Hwang, Hyeon‐Jong, Yuguang Mao, Yunxing Du, et al.. (2023). Bond performance of steel rebar in alkali-activated slag-based concrete after exposure to elevated temperature. Construction and Building Materials. 394. 132281–132281. 7 indexed citations

13.

Ma, Gao, et al.. (2023). Seismic behavior of repairable columns with UHPC segments and replaceable buckling-restrained energy dissipaters. Engineering Structures. 300. 117176–117176. 10 indexed citations

14.

Ma, Gao, et al.. (2023). Data-driven models for predicting tensile load capacity and failure mode of grouted splice sleeve connection. Engineering Structures. 289. 116236–116236. 10 indexed citations

15.

Baek, Jang-Woon, Hyeon‐Jong Hwang, Su-Min Kang, & Hong‐Gun Park. (2023). Shaking table test for dimension stone cladding with dowel pin connection. Journal of Building Engineering. 70. 106390–106390. 4 indexed citations

16.

Hwang, Hyeon‐Jong, et al.. (2020). Concentric axial load test for composite columns using bolt-connected steel angles. Engineering Structures. 214. 110650–110650. 14 indexed citations

17.

Wu, Cheng, Hyeon‐Jong Hwang, Caijun Shi, Ning Li, & Yunxing Du. (2020). Shear tests on reinforced slag-based geopolymer concrete beams with transverse reinforcement. Engineering Structures. 219. 110966–110966. 48 indexed citations

18.

Kim, Chang-Soo, et al.. (2020). Experimental study on long-term behavior of RC columns subjected to sustained eccentric load. Advances in concrete construction. 9(3). 289–299.

19.

Baek, Jang-Woon, et al.. (2020). Experimental study on the hybrid shear connection using headed studs and steel plates. Steel and Composite Structures. 37(6). 649–662. 1 indexed citations

20.

Lee, Cheol‐Ho, et al.. (2011). Cyclic Seismic Testing of Cruciform Concrete-Filled U-Shape Steel Beam-to-H Column Composite Connections. Journal of Korean Society of Steel Construction. 23(4). 503–514. 3 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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