Huihui Yuan

430 total citations
26 papers, 330 citations indexed

About

Huihui Yuan is a scholar working on Civil and Structural Engineering, Building and Construction and Control and Systems Engineering. According to data from OpenAlex, Huihui Yuan has authored 26 papers receiving a total of 330 indexed citations (citations by other indexed papers that have themselves been cited), including 25 papers in Civil and Structural Engineering, 17 papers in Building and Construction and 4 papers in Control and Systems Engineering. Recurrent topics in Huihui Yuan's work include Structural Load-Bearing Analysis (22 papers), Structural Behavior of Reinforced Concrete (17 papers) and Structural Engineering and Vibration Analysis (14 papers). Huihui Yuan is often cited by papers focused on Structural Load-Bearing Analysis (22 papers), Structural Behavior of Reinforced Concrete (17 papers) and Structural Engineering and Vibration Analysis (14 papers). Huihui Yuan collaborates with scholars based in China, Japan and United States. Huihui Yuan's co-authors include Tetsuhiko Aoki, Ji Dang, Qingxiong Wu, Jiangang Wei, Yan Yang, Jun Zhou, Wei Zhang, Baochun Chen, Akira Igarashi and Dongming Feng and has published in prestigious journals such as Engineering Structures, Journal of Structural Engineering and Earthquake Engineering & Structural Dynamics.

In The Last Decade

Huihui Yuan

23 papers receiving 323 citations

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
Huihui Yuan China	10	321	220	31	22	11	26	330
Keshav K. Sangle India	12	332 1.0×	158 0.7×	27 0.9×	34 1.5×	11 1.0×	33	363
Pinar Okumus United States	12	386 1.2×	289 1.3×	24 0.8×	17 0.8×	5 0.5×	46	417
Omar R. Abuodeh United Arab Emirates	8	366 1.1×	203 0.9×	37 1.2×	13 0.6×	4 0.4×	13	393
Cantian Yang China	14	456 1.4×	233 1.1×	20 0.6×	18 0.8×	14 1.3×	31	467
Lotfi Guizani Canada	12	326 1.0×	154 0.7×	24 0.8×	19 0.9×	5 0.5×	26	337
Marianela Ripani Argentina	8	288 0.9×	129 0.6×	17 0.5×	49 2.2×	13 1.2×	18	314
David Escolano‐Margarit Spain	11	319 1.0×	194 0.9×	14 0.5×	12 0.5×	12 1.1×	21	335
Hazim M. Dwairi Jordan	11	395 1.2×	184 0.8×	28 0.9×	42 1.9×	18 1.6×	21	410
Methee Chiewanichakorn United States	8	422 1.3×	351 1.6×	37 1.2×	32 1.5×	8 0.7×	20	440
José A. Pincheira United States	11	303 0.9×	229 1.0×	28 0.9×	29 1.3×	7 0.6×	23	328

Countries citing papers authored by Huihui Yuan

Since Specialization

Citations

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

Fields of papers citing papers by Huihui Yuan

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Huihui Yuan. 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 Huihui Yuan. The network helps show where Huihui Yuan may publish in the future.

Co-authorship network of co-authors of Huihui Yuan

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

All Works

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20 of 20 papers shown

Wu, Qingxiong, et al.. (2025). Research on seismic performance of prefabricated steel bridge piers with partially filled concrete. Structures. 80. 109695–109695.

Zhou, Xiaojun, et al.. (2024). Matching relationship study between steel ratio and core concrete strength in UHSCFST stub columns. Journal of Constructional Steel Research. 219. 108806–108806. 1 indexed citations

Cheng, Jun, et al.. (2024). Mechanical behavior of eccentrically loaded UHPC-encased CFST medium-long columns. Engineering Structures. 315. 118403–118403. 6 indexed citations

Wu, Qingxiong, et al.. (2023). Nonlinear dynamic response analysis of a hybrid concrete‐filled steel tubular truss lightweight bridge under strong earthquakes. 2(4). 436–457. 2 indexed citations

Yuan, Huihui, et al.. (2023). Experimental and numerical investigation of the mechanical behavior of a cable-stayed bridge with shell-shaped pylons. Structures. 56. 105004–105004. 3 indexed citations

Li, Yongbing, Huihui Yuan, Yong Su, et al.. (2023). Effect of Laser Shock Processing on Microstructure and Mechanical Properties of M50 Bearing Steel. Journal of Materials Engineering and Performance. 33(17). 8832–8839. 1 indexed citations

Wei, Jiangang, et al.. (2022). Seismic performance of concrete-filled steel tubular composite columns with ultra high performance concrete plates. Engineering Structures. 278. 115500–115500. 95 indexed citations

Wu, Qingxiong, et al.. (2022). Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression. Magazine of Concrete Research. 75(10). 487–505. 5 indexed citations

Xu, Yan, et al.. (2022). Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths. Structure and Infrastructure Engineering. 20(9). 1374–1389.

10.

Wu, Qingxiong, et al.. (2021). Experimental study of UHPC-encased CFST stub columns under axial compression. Structures. 32. 433–447. 29 indexed citations

11.

Wei, Jiangang, Jun Zhou, Jiangnan Huang, Huihui Yuan, & Qingwei Huang. (2019). Experimental study on the cyclic behavior of ultra high performance concrete–filled steel tube beam-columns. Advances in Structural Engineering. 23(5). 969–978. 9 indexed citations

12.

Chen, Baochun, et al.. (2017). Experimental Investigation of CFST-RC Bridge Piers under Cyclic Loading. Procedia Engineering. 173. 1723–1730. 11 indexed citations

13.

Chen, Baochun, et al.. (2017). Analytical Behavior of CFST Bridge Piers under Cyclic Loading. Procedia Engineering. 173. 1731–1738. 9 indexed citations

14.

Dang, Ji, Huihui Yuan, Akira Igarashi, & Tetsuhiko Aoki. (2017). Multiple-Spring Model for Square-Section Steel Bridge Columns under Bidirectional Seismic Load. Journal of Structural Engineering. 143(5). 13 indexed citations

15.

Yuan, Huihui, et al.. (2017). Experimental study on seismic performance of latticed CFST-RC column connected with RC web. Thin-Walled Structures. 126. 258–265. 22 indexed citations

16.

Yuan, Huihui, et al.. (2016). CALCULATION METHOD OF LOAD-DISPLACEMENT SKELETON CURVE FOR UNIFORM SECTIONAL CFST LATTICE COLUMN WITH FLAT LACING TUBE. 工程力学. 33(12). 206–216. 2 indexed citations

17.

Li, Jianhui, Dongming Feng, Aiqun Li, & Huihui Yuan. (2016). Determination of reasonable finished state of self-anchored suspension bridges. Journal of Central South University. 23(1). 209–219. 14 indexed citations

18.

Yuan, Huihui, Ji Dang, & Tetsuhiko Aoki. (2013). Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations. Journal of Constructional Steel Research. 93. 44–54. 29 indexed citations

19.

Aoki, Tetsuhiko, et al.. (2011). DYNAMIC LOADING TEST OF SHEAR PANEL DAMPER. Medical Entomology and Zoology. 4. 25–30. 4 indexed citations

20.

Li, Aiqun, et al.. (2009). Spatial Structural Analysis of Main Saddle for Single Tower Spatial Cable self-anchored Suspension Bridge. Journal of Southeast University. 25(3). 372–375. 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.

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