Weiyong Wang

3.0k total citations
152 papers, 2.3k citations indexed

About

Weiyong Wang is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanical Engineering. According to data from OpenAlex, Weiyong Wang has authored 152 papers receiving a total of 2.3k indexed citations (citations by other indexed papers that have themselves been cited), including 111 papers in Civil and Structural Engineering, 67 papers in Building and Construction and 15 papers in Mechanical Engineering. Recurrent topics in Weiyong Wang's work include Fire effects on concrete materials (96 papers), Structural Load-Bearing Analysis (91 papers) and Structural Behavior of Reinforced Concrete (64 papers). Weiyong Wang is often cited by papers focused on Fire effects on concrete materials (96 papers), Structural Load-Bearing Analysis (91 papers) and Structural Behavior of Reinforced Concrete (64 papers). Weiyong Wang collaborates with scholars based in China, Canada and United States. Weiyong Wang's co-authors include Venkatesh Kodur, Lei Xu, Guo‐Qiang Li, Jiepeng Liu, Bing Liu, Tianzi Liu, Kang Wang, Yu Shi, Guoqiang Li and Bin Wang and has published in prestigious journals such as Journal of Agricultural and Food Chemistry, International Journal of Molecular Sciences and Construction and Building Materials.

In The Last Decade

Weiyong Wang

140 papers receiving 2.2k citations

Peers

Weiyong Wang

CSE

Yujie Yu China

Cheol‐Ho Lee South Korea

Hamidreza Tavakoli Iran

Rui Shen China

Satish Chandra India

Weiqiang Wang China

Zhuolin Wang China

Su-Tae Kang South Korea

Young-Hwan Park South Korea

Yujie Yu China

Weiyong Wang

1.3k ×0.7

CSE

904 ×1.0

322 ×0.9

289 ×1.2

197 ×0.9

Citations per year, relative to Weiyong Wang Weiyong Wang (= 1×) peers Yujie Yu

Countries citing papers authored by Weiyong Wang

Since Specialization

Citations

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

Fields of papers citing papers by Weiyong Wang

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Weiyong Wang

This figure shows the co-authorship network connecting the top 25 collaborators of Weiyong Wang. A scholar is included among the top collaborators of Weiyong Wang 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 Weiyong Wang. Weiyong Wang 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

Wang, Weiyong, et al.. (2025). Flexural buckling of high strength steel welded H-section columns at high temperature. Engineering Structures. 329. 119879–119879. 2 indexed citations

Wang, Weiyong, et al.. (2025). Post-fire residual mechanical properties of high strength Q960 steel considering tensile stress in fire. Journal of Constructional Steel Research. 229. 109530–109530. 3 indexed citations

Wang, Weiyong, et al.. (2025). Structural performance and design of high strength steel welded H-section members under combined compression and bending in fire. Thin-Walled Structures. 214. 113316–113316.

Cao, Ke, et al.. (2024). Working mechanism evaluations of full-scale joints with bolted-cover plate connection for modular steel buildings. Thin-Walled Structures. 199. 111772–111772. 13 indexed citations

Wang, Yu-Hang, et al.. (2024). Axial compression performance of rubberized concrete-filled steel tubular stub columns after fire exposure: Experimental investigation and calculation models. Construction and Building Materials. 438. 137129–137129. 9 indexed citations

Wang, Weiyong, et al.. (2024). Test on residual stress of high strength Q960 steel welded H- and box- sections after exposure to high temperature. Structures. 64. 106544–106544. 5 indexed citations

Wang, Weiyong, et al.. (2024). Mechanical properties and constitutive models of Q460GJ steel at elevated temperatures. Journal of Constructional Steel Research. 221. 108924–108924. 7 indexed citations

Wang, Weiyong, et al.. (2024). Dynamic mechanical properties and energy dissipation analysis of rubber-modified aggregate concrete based on SHPB tests. Construction and Building Materials. 445. 137920–137920. 13 indexed citations

Wang, Weiyong, et al.. (2023). Research on the flexural buckling behavior of the cold-formed steel back-to-back built-up columns with Σ-section. Engineering Structures. 302. 117404–117404. 17 indexed citations

10.

Wang, Weiyong, et al.. (2023). Experimental and numerical study on behaviour of extended end-plate connections with Q960 steel at elevated temperature. Journal of Constructional Steel Research. 213. 108384–108384. 3 indexed citations

11.

Xu, Liang, Weiyong Wang, Lili Hu, & Peng Feng. (2023). Experimental and numerical study on high-temperature performance of prestressed CFRP-reinforced steel columns. Engineering Structures. 301. 117347–117347. 20 indexed citations

12.

Lyu, Yi‐Fan, et al.. (2023). Experimental-numerical investigation and design of bolted-cover plate connections under bending for modular steel buildings. Journal of Building Engineering. 75. 107057–107057. 18 indexed citations

13.

Wang, Weiyong. (2023). Bending information and dynamic stability of the laminated axisymmetric nanoplate on the linear and torsional elastic substrate based on zigzag theory. Mechanics Based Design of Structures and Machines. 52(5). 2451–2479. 1 indexed citations

14.

Lu, Peng, et al.. (2023). Experimental study on flexural capacity and fire resistance of high strength Q690 steel flush end-plate connections. Thin-Walled Structures. 184. 110506–110506. 15 indexed citations

15.

Wang, Weiyong, et al.. (2023). Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures. Structures. 57. 105301–105301. 5 indexed citations

16.

Wang, Ziqi, et al.. (2023). Experimental and numerical study on the load-bearing capacity of cold-formed stiffened high-strength steel box columns. Journal of Building Engineering. 83. 108412–108412. 8 indexed citations

17.

Wang, Yu, Qi Tang, Meini Su, et al.. (2021). Experimental and numerical investigation on post earthquake fire behaviour of the circular concrete filled steel tube columns. Steel and Composite Structures. 38(1). 17–31. 4 indexed citations

18.

Shi, Yu, et al.. (2020). Experimental and numerical studies on axially restrained cold-formed steel built-up box columns at elevated temperatures. Journal of Constructional Steel Research. 171. 106143–106143. 19 indexed citations

19.

Wang, Weiyong, et al.. (2018). Fire Resistance Studies on High Strength Steel Structures. 7(4). 287–298. 2 indexed citations

20.

Wang, Weiyong. (2010). Fire-resistance performance of high-strength-steel H shaped columns under the axial compression. Journal of Chongqing University. English Edition. 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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