Weijian Yi

892 total citations · 1 hit paper
31 papers, 715 citations indexed

About

Weijian Yi is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, Weijian Yi has authored 31 papers receiving a total of 715 indexed citations (citations by other indexed papers that have themselves been cited), including 30 papers in Civil and Structural Engineering, 19 papers in Building and Construction and 5 papers in Mechanics of Materials. Recurrent topics in Weijian Yi's work include Structural Behavior of Reinforced Concrete (18 papers), Structural Load-Bearing Analysis (14 papers) and Innovative concrete reinforcement materials (8 papers). Weijian Yi is often cited by papers focused on Structural Behavior of Reinforced Concrete (18 papers), Structural Load-Bearing Analysis (14 papers) and Innovative concrete reinforcement materials (8 papers). Weijian Yi collaborates with scholars based in China, United States and South Korea. Weijian Yi's co-authors include Sashi K. Kunnath, Qing-Feng He, Yan Xiao, Fujian Tang, Hyeon‐Jong Hwang, Hong‐Gun Park, Caijun Shi, Xian‐Xun Yuan, Wangxi Zhang and Fei Peng and has published in prestigious journals such as Construction and Building Materials, Engineering Structures and Journal of Structural Engineering.

In The Last Decade

Weijian Yi

28 papers receiving 670 citations

Hit Papers

Experimental Study on Progressive Collapse-Resistant Beha... 2008 2026 2014 2020 2008 100 200 300 400
What are hit papers?

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.

  1. Experimental Study on Progressive Collapse-Resistant Behavior of Reinforced Concrete Frame Structures
    2008 414 citations Weijian Yi, Qing-Feng He et al. ACI Structural Journal profile →

Peers

Weijian Yi
Omar I. Abdelkarim United States
Marek Foglar Czechia
Zubair Imam Syed United Arab Emirates
Debo Zhao China
Deyuan Zhou China
Hassan Aoude Canada
Tin V. Australia
Sarah Orton United States
Habib Uysal Türkiye
Comité euro-international du béton
Omar I. Abdelkarim United States
Weijian Yi
Citations per year, relative to Weijian Yi Weijian Yi (= 1×) peers Omar I. Abdelkarim

Countries citing papers authored by Weijian Yi

Since Specialization
Citations

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

Fields of papers citing papers by Weijian Yi

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Weijian Yi

This figure shows the co-authorship network connecting the top 25 collaborators of Weijian Yi. A scholar is included among the top collaborators of Weijian Yi 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 Weijian Yi. Weijian Yi 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.
Zhou, Yun, et al.. (2025). Time-dependent axial deformation of concrete: Development of a fractional calculus-based constitutive model. Engineering Structures. 333. 120132–120132. 1 indexed citations
2.
Yi, Weijian, et al.. (2025). Bidirectional cyclic loading test and numerical investigation of precast concrete corner joints with slabs. Journal of Building Engineering. 115. 114504–114504.
3.
Zhang, Wangxi, et al.. (2025). Study on the tensile properties of textile reinforced concrete under hygrothermal coupling based on scale separation method. Journal of Building Engineering. 111. 113355–113355. 1 indexed citations
4.
5.
He, Qing-Feng, et al.. (2025). Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab. Journal of Structural Engineering. 151(6). 1 indexed citations
6.
Chen, Hui, et al.. (2024). Lateral resistances of RC shear walls controlled by shear and sliding failure modes under axial tension. Engineering Structures. 318. 118786–118786. 1 indexed citations
7.
Zhou, Yun, et al.. (2024). Modeling time-dependent deformation in concrete: A fractional calculus method with finite element implementation. Journal of Building Engineering. 95. 110171–110171. 3 indexed citations
8.
Peng, Qin, Wei Li, Yan Xiao, Weijian Yi, & Renpeng Chen. (2024). Experimental study of seismic behavior of confined CFST columns at end zone. Journal of Constructional Steel Research. 216. 108579–108579. 2 indexed citations
9.
Zhang, Wangxi, et al.. (2024). Multi-scale study on the mechanical properties of concrete based on crack propagation under hygrothermal coupling. Journal of Building Engineering. 91. 109680–109680. 4 indexed citations
10.
Chen, Hui, et al.. (2024). Tests on seismic and shear performance of RC shear walls under alternating axial tensile and compressive loads. Journal of Building Engineering. 97. 110945–110945.
11.
Yi, Fan, et al.. (2024). Experimental study on progressive collapse behavior of frame structures triggered by impact column removal. Engineering Structures. 321. 119022–119022. 5 indexed citations
12.
Zhang, Wangxi, et al.. (2024). Study on the prediction of shear capacity of new and old concrete interfaces based on explainable machine learning algorithms. Structures. 71. 108065–108065. 2 indexed citations
13.
Yi, Weijian, et al.. (2023). Research on multi-model prediction of skeleton curves of prefabricated concrete columns based on Residual fusion Long Short-Term Memory -Transformer. Journal of Building Engineering. 79. 107821–107821. 6 indexed citations
14.
Zhang, Wangxi, et al.. (2023). Direct shear test study on old and new concrete. Journal of Building Engineering. 82. 108391–108391. 6 indexed citations
15.
Yi, Weijian, et al.. (2023). Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure. Structures. 57. 105067–105067. 1 indexed citations
16.
Peng, Fei, Weijian Yi, & Zhi Fang. (2021). Design Approach for Flexural Strength of Reinforced Ultra- High-Performance Concrete Members Considering Size Effect. ACI Structural Journal. 119(1). 18 indexed citations
17.
Hwang, Hyeon‐Jong, Hong‐Gun Park, & Weijian Yi. (2018). Development Length of Headed Bar Based on Nonuniform Bond Stress Distribution. ACI Structural Journal. 116(2). 3 indexed citations
18.
Hwang, Hyeon‐Jong, Hong‐Gun Park, & Weijian Yi. (2017). Development Length of Standard Hooked Bar Based on Non-Uniform Bond Stress Distribution. ACI Structural Journal. 114(6). 12 indexed citations
19.
Yi, Weijian, et al.. (2007). Uncertainty analysis of strain modal parameters by Bayesian method using frequency response function. Earthquake Engineering and Engineering Vibration. 6(2). 183–189. 5 indexed citations
20.

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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