Wei-wen Yu
About
In The Last Decade
Wei-wen Yu
14 papers receiving 242 citations
Peers
Comparison fields: 5 of 19
- Civil and Structural Engineering 256
- Building and Construction 136
- Mechanics of Materials 74
- Mechanical Engineering 62
- Computational Mechanics 27
Countries citing papers authored by Wei-wen Yu
This map shows the geographic impact of Wei-wen Yu'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 Wei-wen Yu with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Wei-wen Yu more than expected).
Fields of papers citing papers by Wei-wen Yu
This network shows the impact of papers produced by Wei-wen Yu. 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 Wei-wen Yu. The network helps show where Wei-wen Yu may publish in the future.
Co-authorship network of co-authors of Wei-wen Yu
This figure shows the co-authorship network connecting the top 25 collaborators of Wei-wen Yu. A scholar is included among the top collaborators of Wei-wen Yu 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 Wei-wen Yu. Wei-wen Yu is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | 178 | |
| 2 | Determination of the tensile and shear strengths of screws and the effect of screw patterns on cold formed steel connections | 4 |
| 3 | Behavior of compression web members in cold-formed steel truss assemblies | 4 |
| 4 | Flexural Strength of Cold-formed Steel Panels Using Structural Grade 80 of A653 Steel | 1 |
| 5 | Strength of flexural members using structural grade 80 of A653 and grade E of A611 steels | 3 |
| 6 | The effect of flange restraint on web crippling strength of cold-formed steel Z- and I-sections | 17 |
| 7 | Perforated Webs Subjected to End-one-flange Loading | 3 |
| 8 | Structural behavior of perforated web elements of cold-formed steel flexural members subjected to web crippling and a combination of web crippling and bending | 11 |
| 9 | Load and resistance factor design of cold-formed steel reliability based criteria for cold-formed steel members | 0 |
| 10 | Design of automotive structural components using high strength sheet steels - structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending | 1 |
| 11 | Bending Strength of Cold-formed Steel Longitudinally Reinforced Beam Webs | 1 |
| 12 | Webs for cold formed steel flexural members structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending | 10 |
| 13 | Webs for cold formed steel flexural members structural behavior of beam webs subjected to a combination of bending and shear | 0 |
| 14 | Webs for cold formed steel flexural members structural behavior of beam webs subjected primarily to shear stress | 1 |
| 15 | Effective Web Depth of Cold-Formed Steel Beams | 1 |
| 16 | Comparison of AISC Specification for the Design, Fabrication & Erection of Structural Steel for Buildings and AISI Specification for the Design of Cold-Formed Steel Structural Members | 39 |
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.