This map shows the geographic impact of Taek Hee Han'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 Taek Hee Han with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Taek Hee Han more than expected).
This network shows the impact of papers produced by Taek Hee Han. 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 Taek Hee Han. The network helps show where Taek Hee Han may publish in the future.
Co-authorship network of co-authors of Taek Hee Han
This figure shows the co-authorship network connecting the top 25 collaborators of Taek Hee Han.
A scholar is included among the top collaborators of Taek Hee Han 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 Taek Hee Han. Taek Hee Han is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Oh, Young-Min, et al.. (2015). Development of a New Concrete Armor Unit for High Wave: R-A Block. The Twenty-fifth International Ocean and Polar Engineering Conference.1 indexed citations
10.
Han, Taek Hee, Deokhee Won, & Young Jong Kang. (2011). Nonlinear Analysis of Internally Confined Hollow CFT Columns. Journal of Korean Society of Steel Construction. 23(4). 439–454.
11.
Won, Deokhee, et al.. (2010). A Study of Pier-Segment Joint for Fabricated Internally Confined Hollow CFT Pier. Journal of Korean Society of Steel Construction. 22(2). 161–171.4 indexed citations
12.
Lim, Nam-Hyoung, Sang Yun Han, Taek Hee Han, & Young Jong Kang. (2008). Special Issue : Parametric Study on Stability of Continuous Welded Rail Track -Ballast Resistance and Track Irregularity-. International Journal of Steel Structures. 8(3). 171–181.18 indexed citations
13.
Choi, Junho, et al.. (2007). Behaviors of Hollow RC Columns with Internal Steel Tube by Hollow Ratio. 7(3). 1–7.
14.
Han, Taek Hee, et al.. (2007). Buckling Sensitivity of Laminated Composite Pipes Under External Uniform Pressure Considering Ply Angle. 11(3). 123–131.
15.
Choi, Junho, et al.. (2007). Behaviors of Internally Confined Hollow Reinforced Concrete Piers by Thickness of Internal Steel Tube. Journal of the Korea Academia-Industrial cooperation Society. 8(2). 333–338.1 indexed citations
16.
Han, Taek Hee, et al.. (2007). Evaluation of Seismic Performance for an Internally Confined Hollow CFT Column. Journal of Korean Society of Steel Construction. 19(1). 53–65.3 indexed citations
17.
Han, Taek Hee, et al.. (2007). Elastic Buckling Characteristics of Corrugated Pipe Made of Orthotropic Composite Material. 11(2). 77–84.1 indexed citations
18.
Han, Taek Hee, et al.. (2007). Development of a Nonlinear Concrete Model for Internally Confined Hollow Members Considering Confining Effects. Journal of Korean Society of Steel Construction. 19(1). 43–52.1 indexed citations
19.
Han, Taek Hee, et al.. (2004). An Experimental Study of Material Characteristics for GFRP Pipes. 4(2). 35–45.
20.
Han, Taek Hee, et al.. (2002). Elastic Shear Buckling Characteristics of Circularly Corrugated Plates. Journal of Korean Society of Steel Construction. 14(4). 529–538.2 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.