Hak-Eun Lee

1.6k total citations
58 papers, 1.2k citations indexed

About

Hak-Eun Lee is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, Hak-Eun Lee has authored 58 papers receiving a total of 1.2k indexed citations (citations by other indexed papers that have themselves been cited), including 51 papers in Civil and Structural Engineering, 19 papers in Building and Construction and 16 papers in Mechanics of Materials. Recurrent topics in Hak-Eun Lee's work include Structural Load-Bearing Analysis (34 papers), Structural Engineering and Vibration Analysis (28 papers) and Structural Behavior of Reinforced Concrete (19 papers). Hak-Eun Lee is often cited by papers focused on Structural Load-Bearing Analysis (34 papers), Structural Engineering and Vibration Analysis (28 papers) and Structural Behavior of Reinforced Concrete (19 papers). Hak-Eun Lee collaborates with scholars based in South Korea, United States and Vietnam. Hak-Eun Lee's co-authors include Jiho Moon, Jong-Won Yi, Byung Ho Choi, Kwang-Soo Youm, Heungbae Gil, Dawn E. Lehman, Charles W. Roeder, Tae‐Hyung Lee, Nam-Hyoung Lim and Jung J. Kim and has published in prestigious journals such as Engineering Structures, Journal of Structural Engineering and Journal of Constructional Steel Research.

In The Last Decade

Hak-Eun Lee

52 papers receiving 1.2k citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
Hak-Eun Lee South Korea 16 1.2k 624 296 143 133 58 1.2k
Cem Topkaya Türkiye 22 1.3k 1.1× 562 0.9× 172 0.6× 108 0.8× 149 1.1× 76 1.3k
Elide Nastri Italy 23 1.4k 1.2× 623 1.0× 154 0.5× 91 0.6× 145 1.1× 108 1.5k
Russell Q. Bridge Australia 18 1.1k 0.9× 781 1.3× 221 0.7× 56 0.4× 126 0.9× 58 1.2k
Gen-Shu Tong China 20 1.1k 0.9× 623 1.0× 199 0.7× 60 0.4× 111 0.8× 126 1.1k
Alaa E. Elwi Canada 17 1.4k 1.2× 762 1.2× 231 0.8× 80 0.6× 276 2.1× 59 1.5k
V. Kalyanaraman India 13 557 0.5× 272 0.4× 164 0.6× 59 0.4× 87 0.7× 43 614
Shahabeddin Torabian United States 16 859 0.7× 572 0.9× 163 0.6× 41 0.3× 77 0.6× 52 895
Cao Hung Pham Australia 24 1.3k 1.1× 753 1.2× 555 1.9× 61 0.4× 161 1.2× 85 1.3k
Tadeh Zirakian United States 18 773 0.7× 251 0.4× 186 0.6× 87 0.6× 103 0.8× 62 832
Victor Gioncu Romania 14 645 0.5× 215 0.3× 158 0.5× 93 0.7× 143 1.1× 40 716

Countries citing papers authored by Hak-Eun Lee

Since Specialization
Citations

This map shows the geographic impact of Hak-Eun Lee'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 Hak-Eun Lee with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Hak-Eun Lee more than expected).

Fields of papers citing papers by Hak-Eun Lee

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Hak-Eun Lee. 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 Hak-Eun Lee. The network helps show where Hak-Eun Lee may publish in the future.

Co-authorship network of co-authors of Hak-Eun Lee

This figure shows the co-authorship network connecting the top 25 collaborators of Hak-Eun Lee. A scholar is included among the top collaborators of Hak-Eun Lee 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 Hak-Eun Lee. Hak-Eun Lee is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Lee, Hoyeop, et al.. (2018). Prediction of Wind Velocity to Raise Vortex‐Induced Vibration through a Road‐Rail Bridge with Truss‐Shaped Girder. Shock and Vibration. 2018(1). 10 indexed citations
2.
Lee, Hoyeop, et al.. (2017). Effect of beam slope on the static aerodynamic response of edge-girder bridge-deck. Wind and Structures. 25(2). 157–176. 4 indexed citations
3.
Moon, Jiho, Dawn E. Lehman, Charles W. Roeder, Hak-Eun Lee, & Tae‐Hyung Lee. (2016). Analytical Evaluation of Reinforced Concrete Pier and Cast-in-Steel-Shell Pile Connection Behavior considering Steel-Concrete Interface. Advances in Materials Science and Engineering. 2016. 1–14. 9 indexed citations
4.
Moon, Jiho, et al.. (2013). Non-linear analyses model for composite box-girders with corrugated steel webs under torsion. Steel and Composite Structures. 14(5). 409–429. 33 indexed citations
5.
Moon, Jiho, Dawn E. Lehman, Charles W. Roeder, & Hak-Eun Lee. (2012). Strength of Circular Concrete-Filled Tubes with and without Internal Reinforcement under Combined Loading. Journal of Structural Engineering. 139(12). 51 indexed citations
6.
Kim, Yeongmin, et al.. (2011). 3-D Aeroelastic Model Test of a Cable-Stayed Bridge with a Main Span of 1,200m. 70–70.
7.
Moon, Jiho, et al.. (2010). Evaluation of Flexural Ductility of Negative Moment Region of I-Girder with High Strength Steel. Journal of the Korean Society of Civil Engineers. 30. 513–523. 1 indexed citations
8.
Moon, Jiho, et al.. (2009). Lateral-Torsional Buckling Strength of Parabolic Arches. 29(2). 145–153.
9.
Moon, Jiho, Jong-Won Yi, Byung‐Ho Choi, & Hak-Eun Lee. (2008). Shear Design of Trapezoidally Corrugated Steel Webs. Journal of the Korean Society of Civil Engineers. 28. 497–505. 1 indexed citations
10.
Moon, Jiho, et al.. (2008). Lateral–torsional buckling of I-girder with corrugated webs under uniform bending. Thin-Walled Structures. 47(1). 21–30. 103 indexed citations
11.
Yi, Jong-Won, et al.. (2007). Shear Buckling Strength of Trapezoidally Corrugated Steel Webs. Journal of the Korean Society of Civil Engineers. 27. 181–186. 2 indexed citations
12.
Choi, Byung Ho, et al.. (2007). Evaluation of Lateral-Torsional Buckling Strength of I-Girder with Corrugated Web under Uniform Bending. Journal of Korean Society of Steel Construction. 19(5). 463–472. 4 indexed citations
13.
Lee, Hak-Eun, et al.. (2006). A Study on the Geometric Parameters that Influence the Trapezoidally Corrugated Webs Under Partial Edge Loading. Journal of Korean Society of Steel Construction. 18(1). 81–91. 2 indexed citations
14.
Kim, Sung Hoon, et al.. (2005). In-plane elastic buckling strength of parabolic arch ribs subjected symmetrical loading. Journal of Korean Society of Steel Construction. 17(2). 161–171. 1 indexed citations
15.
Youm, Kwang-Soo, et al.. (2005). The Retrofit of Circular RC Column using Carbon Fiber Sheet. 25. 97–105. 1 indexed citations
16.
Moon, Jiho, et al.. (2004). Experimental Study on Shear Behavior of Trapezoidally Corrugated Steel Web. 24. 409–416. 3 indexed citations
17.
Youm, Kwang-Soo, Young‐Ho Lee, Young‐Jun Park, & Hak-Eun Lee. (2004). The Behavior of Concrete Confined by Carbon Fiber Sheet. 24(2004). 259–265.
18.
Lee, Hak-Eun, et al.. (2004). Shear Buckling Strength of Trapezoidally Corrugated Steel Webs for Bridges. 24. 197–202. 10 indexed citations
19.
Lee, Hak-Eun, et al.. (1999). Stringer-to-Cross Beam Connections Behavior of Steel Box Girder Bridge. Journal of Korean Society of Steel Construction. 11(6). 571–571. 1 indexed citations
20.
Lee, Hak-Eun, et al.. (1998). Progressive Failure Analysis of Concrete Structures Using Plasticity and Endochronic Based Models. KSCE Journal of Civil Engineering. 2(1). 1–11. 2 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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