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.
This map shows the geographic impact of Wai‐Fah Chen'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 Wai‐Fah Chen with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Wai‐Fah Chen more than expected).
This network shows the impact of papers produced by Wai‐Fah Chen. 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 Wai‐Fah Chen. The network helps show where Wai‐Fah Chen may publish in the future.
Co-authorship network of co-authors of Wai‐Fah Chen
This figure shows the co-authorship network connecting the top 25 collaborators of Wai‐Fah Chen.
A scholar is included among the top collaborators of Wai‐Fah Chen 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 Wai‐Fah Chen. Wai‐Fah Chen 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.
Chen, Wai‐Fah & Lian Duan. (2014). Bridge Engineering Handbook, Second Edition: Seismic Design. CRC Press eBooks.5 indexed citations
2.
Chen, Wai‐Fah & Lian Duan. (2014). Bridge Engineering Handbook, Second Edition: Superstructure Design. CRC Press eBooks.1 indexed citations
Gotō, Yoshiaki, et al.. (1994). Classification of Semi-Rigid Connections Based on the Elastic-Plastic Mechanical Behavior of Frames. 1191–1196.
5.
Chen, Wai‐Fah. (1994). Plasticity and modeling. Elsevier eBooks.10 indexed citations
6.
Rosowsky, David V., Dryver R. Huston, Peter L. Fuhr, & Wai‐Fah Chen. (1994). Measuring Formwork Loads During Construction. ACI Concrete International. 16(11). 21–25.6 indexed citations
7.
Chen, Wai‐Fah, et al.. (1993). Semi-rigid connections in steel frames. McGraw-Hill eBooks.25 indexed citations
8.
Chen, Wai‐Fah, et al.. (1990). Nonlinear analysis in soil mechanics : theory and implementation. Infoscience (Ecole Polytechnique Fédérale de Lausanne).163 indexed citations
Kıshı, Norimitsu, et al.. (1987). Moment-Rotation Relation of Top-and Seat-Angle Connections. Muroran Institute of Technology Academic Resources Archieve (Muroran Institute of Technology). 163–172.22 indexed citations
Manson, J. A., Wai‐Fah Chen, J. W. Vanderhoff, et al.. (1978). USE OF POLYMERS IN HIGHWAY CONCRETE. National Cooperative Highway Research Program report.2 indexed citations
14.
Chen, Wai‐Fah, et al.. (1977). Space behavior and design. McGraw-Hill eBooks.20 indexed citations
15.
Chen, Wai‐Fah, et al.. (1976). In-plane behavior and design. McGraw-Hill eBooks.12 indexed citations
16.
Chen, Wai‐Fah, et al.. (1975). INNOVATIONS IN IMPREGNATION TECHNIQUES FOR HIGHWAY CONCRETE. Transportation Research Record Journal of the Transportation Research Board.
Fang, H. Y. & Wai‐Fah Chen. (1971). NEW METHOD FOR DETERMINATION OF TENSILE STRENGTH OF SOILS. Highway Research Record.22 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.