Yue-Ling Long

728 total citations
25 papers, 584 citations indexed

About

Yue-Ling Long is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, Yue-Ling Long has authored 25 papers receiving a total of 584 indexed citations (citations by other indexed papers that have themselves been cited), including 24 papers in Civil and Structural Engineering, 18 papers in Building and Construction and 7 papers in Mechanics of Materials. Recurrent topics in Yue-Ling Long's work include Structural Load-Bearing Analysis (22 papers), Structural Behavior of Reinforced Concrete (18 papers) and Fire effects on concrete materials (7 papers). Yue-Ling Long is often cited by papers focused on Structural Load-Bearing Analysis (22 papers), Structural Behavior of Reinforced Concrete (18 papers) and Fire effects on concrete materials (7 papers). Yue-Ling Long collaborates with scholars based in China, United Kingdom and Singapore. Yue-Ling Long's co-authors include Jian Cai, Leroy Gardner, Ou Zhao, Yating Liang, Jun‐Jie Zeng, Yingtao Wang, Jun Wan, Zhe Xiong, Feng Liu and Lijuan Li and has published in prestigious journals such as Construction and Building Materials, Composite Structures and Engineering Structures.

In The Last Decade

Yue-Ling Long

24 papers receiving 569 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Yue-Ling Long China 16 543 494 46 37 34 25 584
Kunting Miao China 12 463 0.9× 440 0.9× 28 0.6× 59 1.6× 36 1.1× 16 527
Antonio La Tegola Italy 8 442 0.8× 465 0.9× 81 1.8× 29 0.8× 54 1.6× 31 561
Han Ay Lie Indonesia 12 420 0.8× 315 0.6× 43 0.9× 20 0.5× 25 0.7× 116 502
David W. Dinehart United States 13 596 1.1× 615 1.2× 20 0.4× 55 1.5× 146 4.3× 41 721
Tiejiong Lou Portugal 19 763 1.4× 691 1.4× 60 1.3× 48 1.3× 30 0.9× 64 848
Łukasz Polus Poland 12 282 0.5× 253 0.5× 54 1.2× 21 0.6× 92 2.7× 47 389
Yansheng Du China 19 948 1.7× 836 1.7× 102 2.2× 82 2.2× 105 3.1× 61 1.1k
Bruno Jurkiewiez France 14 429 0.8× 388 0.8× 83 1.8× 8 0.2× 40 1.2× 23 483
Abdolreza Ataei Iran 18 1.0k 1.9× 932 1.9× 104 2.3× 17 0.5× 119 3.5× 46 1.1k
Liangjie Qi China 13 372 0.7× 221 0.4× 17 0.4× 43 1.2× 64 1.9× 54 437

Countries citing papers authored by Yue-Ling Long

Since Specialization
Citations

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

Fields of papers citing papers by Yue-Ling Long

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Yue-Ling Long. 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 Yue-Ling Long. The network helps show where Yue-Ling Long may publish in the future.

Co-authorship network of co-authors of Yue-Ling Long

This figure shows the co-authorship network connecting the top 25 collaborators of Yue-Ling Long. A scholar is included among the top collaborators of Yue-Ling Long 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 Yue-Ling Long. Yue-Ling Long 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.
Long, Yue-Ling, et al.. (2025). Local buckling behaviour of the steel tube in elliptical CFST columns. Structures. 75. 108648–108648.
2.
3.
Liao, JinJing, Jun‐Jie Zeng, Yue-Ling Long, Jian Cai, & Yi Ouyang. (2022). Behavior of square and rectangular concrete-filled steel tube (CFST) columns with horizontal reinforcing bars under eccentric compression. Engineering Structures. 271. 114899–114899. 25 indexed citations
4.
Zeng, Jun‐Jie, et al.. (2021). Axial compressive behavior of FRP-concrete-steel double skin tubular columns with a rib-stiffened Q690 steel tube and ultra-high strength concrete. Composite Structures. 268. 113912–113912. 58 indexed citations
5.
Long, Yue-Ling, et al.. (2021). A new model for calculating the elastic local buckling stress of steel plates in square CFST columns. Thin-Walled Structures. 171. 108756–108756. 18 indexed citations
6.
Xiong, Zhe, et al.. (2020). Dynamic performance of RAC-filled double-skin tubular columns subjected to cyclic axial compression. Construction and Building Materials. 248. 118665–118665. 55 indexed citations
7.
Wan, Jun, Jian Cai, Yue-Ling Long, & Qingjun Chen. (2020). Local buckling of rectangular concrete-filled steel tubular columns with binding bars under eccentric compression. Advances in Structural Engineering. 23(10). 2204–2219. 10 indexed citations
8.
Long, Yue-Ling, et al.. (2018). A refined model for local buckling of rectangular CFST columns with binding bars. Thin-Walled Structures. 132. 431–441. 26 indexed citations
9.
Liang, Yating, Ou Zhao, Yue-Ling Long, & Leroy Gardner. (2018). Stainless steel channel sections under combined compression and minor axis bending – Part 2: Parametric studies and design. Journal of Constructional Steel Research. 152. 162–172. 28 indexed citations
10.
Liang, Yating, Ou Zhao, Yue-Ling Long, & Leroy Gardner. (2018). Stainless steel channel sections under combined compression and minor axis bending – Part 1: Experimental study and numerical modelling. Journal of Constructional Steel Research. 152. 154–161. 65 indexed citations
11.
Wang, Yingtao, Jian Cai, & Yue-Ling Long. (2017). Hysteretic behavior of square CFT columns with binding bars. Journal of Constructional Steel Research. 131. 162–175. 47 indexed citations
12.
Long, Yue-Ling & Jun Wan. (2017). Analytical solution for local buckling strength of square CFT columns subjected to eccentric compression. Scientia Sinica Technologica. 48(1). 87–93. 1 indexed citations
13.
Long, Yue-Ling, Jun Wan, & Jian Cai. (2016). Theoretical study on local buckling of rectangular CFT columns under eccentric compression. Journal of Constructional Steel Research. 120. 70–80. 29 indexed citations
14.
Long, Yue-Ling. (2013). Study on the axial compression performance of concrete columns confined with CFRP. Concrete. 1 indexed citations
15.
Long, Yue-Ling & Jian Cai. (2013). Stress–strain relationship of concrete confined by rectangular steel tubes with binding bars. Journal of Constructional Steel Research. 88. 1–14. 30 indexed citations
16.
Long, Yue-Ling, Jian Cai, & Yansheng Huang. (2010). ULTIMATE CAPACITY OF AXIALLY-LOADED RECTANGULAR CFT STUB COLUMNS. 40(7). 95–99. 1 indexed citations
17.
Cai, Jian & Yue-Ling Long. (2009). Axial bearing capacity of square and rectangular CFT stub columns with binding bars. Jianzhu jiegou xuebao. 30(1). 7–14. 4 indexed citations
18.
Cai, Jian & Yue-Ling Long. (2008). Local buckling of steel plates in rectangular CFT columns with binding bars. Journal of Constructional Steel Research. 65(4). 965–972. 48 indexed citations
19.
Huang, Yansheng, Yue-Ling Long, & Jian Cai. (2008). Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression. Steel and Composite Structures. 8(2). 115–128. 19 indexed citations
20.
Cai, Jian & Yue-Ling Long. (2007). Axial Load Behavior of Rectangular CFT Stub Columns with Binding Bars. Advances in Structural Engineering. 10(5). 551–565. 37 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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