Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
Structural behavior of ultra high performance concrete beams subjected to bending
2010348 citationsChangbin Joh, Byung-Suk Kim et al.Engineering Structuresprofile →
International Perspective on UHPC in Bridge Engineering
This map shows the geographic impact of Byung-Suk Kim'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 Byung-Suk Kim with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Byung-Suk Kim more than expected).
This network shows the impact of papers produced by Byung-Suk Kim. 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 Byung-Suk Kim. The network helps show where Byung-Suk Kim may publish in the future.
Co-authorship network of co-authors of Byung-Suk Kim
This figure shows the co-authorship network connecting the top 25 collaborators of Byung-Suk Kim.
A scholar is included among the top collaborators of Byung-Suk Kim 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 Byung-Suk Kim. Byung-Suk Kim is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Yang, In-Hwan, Changbin Joh, & Byung-Suk Kim. (2011). Moment-Curvature Analysis of Steel Fiber-Reinforced Ultra High Performance Concrete Beams with Tension Softening Behavior. Journal of the Computational Structural Engineering Institute of Korea. 24(3). 237–248.1 indexed citations
Cho, Keunhee, Sung-Yong Park, Jeong-Rae Cho, & Byung-Suk Kim. (2007). Structural Systems and Behavioral Characteristics of an Innovative FRP-Concrete Composite Deck. Journal of the Korean Society of Civil Engineers. 27. 347–357.1 indexed citations
14.
Kim, Byung-Suk, et al.. (2007). Static Behavior of CIP PSC Deck Slabs for Composite Two-Girder Bridges. Journal of the Korean Society of Civil Engineers. 27. 291–302.
15.
Cho, Keunhee, Sung-Yong Park, Jeong-Rae Cho, Sung‐Tae Kim, & Byung-Suk Kim. (2006). Evaluation of Wheel Load Fatigue Performance of FRP-Concrete Composite Deck. 38–41.1 indexed citations
Cho, Keunhee, et al.. (2004). Fracture Mdchanics Based Bond-Slip Models for the Interface between FRP and Concrete. 24. 653–661.
19.
Kim, Young‐Jin, et al.. (2003). Dynamic Behavior of Concrete Box Girder Bridge due to Riding Korean High-Speed Train. Journal of the Korean Society of Civil Engineers. 23. 27–36.1 indexed citations
20.
Yoon, Soon-Jong, et al.. (2003). Flexural Behavior of GFRP Re-Bar Bundle Reinforced Concrete Beams. Journal of the Korean Society of Civil Engineers. 23. 1067–1075.1 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.