B. T. Yen
About
In The Last Decade
B. T. Yen
29 papers receiving 249 citations
Peers
Comparison fields: 5 of 19
- Civil and Structural Engineering 269
- Mechanics of Materials 195
- Mechanical Engineering 98
- Building and Construction 85
- Control and Systems Engineering 18
Countries citing papers authored by B. T. Yen
This map shows the geographic impact of B. T. Yen'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 B. T. Yen with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites B. T. Yen more than expected).
Fields of papers citing papers by B. T. Yen
This network shows the impact of papers produced by B. T. Yen. 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 B. T. Yen. The network helps show where B. T. Yen may publish in the future.
Co-authorship network of co-authors of B. T. Yen
This figure shows the co-authorship network connecting the top 25 collaborators of B. T. Yen. A scholar is included among the top collaborators of B. T. Yen 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 B. T. Yen. B. T. Yen is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | DISTORTION-INDUCED FATIGUE CRACKING IN STEEL BRIDGES | 48 |
| 2 | Manual for inspecting bridges for fatigue damage conditions | 11 |
| 3 | 5 | |
| 4 | FATIGUE AND FRACTURE EVALUATION FOR RATING RIVETED BRIDGES | 33 |
| 5 | Deformation of induced cracking in steel girder bridges and retrofit guidelines | 0 |
| 6 | STEEL BOX GIRDERS WITH COMPOSITE BOTTOM FLANGES | 2 |
| 7 | COMPARISON OF HAUNCHED AND CONSTANT-DEPTH STEEL BOX BRIDGE GIRDERS | 0 |
| 8 | TESTING OF LARGE SIZE COMPOSITE BOX GIRDERS | 0 |
| 9 | FATIGUE OF CURVED STEEL BRIDGE ELEMENTS--DESIGN RECOMMENDATIONS FOR FATIGUE OF CURVED PLATE GIRDER AND BOX GIRDER BRIDGES | 5 |
| 10 | FATIGUE OF CURVED STEEL BRIDGE ELEMENTS-EFFECT OF INTERNAL DIAPHRAGMS ON FATIGUE STRENGTH OF CURVED BOX GIRDERS | 3 |
| 11 | STRESSES IN ORTHOTROPIC DECK OF RIO-NITEROI BRIDGE UNDER TRAFFIC | 1 |
| 12 | FATIGUE STRENGTH OF STEEL BEAMS WITH WELDED STIFFENERS AND ATTACHMENTS | 82 |
| 13 | FRACTURE TOUGHNESS OF BRIDGE STEELS - PHASE II REPORT | 3 |
| 14 | ANALYSIS OF OPEN STEEL BOX SECTIONS WITH BRACING | 0 |
| 15 | PROOF-TESTS OF TWO SLENDER-WEB WELDED PLATE GIRDERS | 2 |
| 16 | Stiffener requirements for plate girders, June 1968 | 1 |
| 17 | GIRDER WEB BOUNDARY STRESSES AND FATIGUE | 20 |
| 18 | Fatigue tests of large-size welded plate girders | 14 |
| 19 | STATIC CARRYING CAPACITY OF STEEL PLATE GIRDERS | 0 |
| 20 | Web buckling tests on welded plate girders. Overall introduction and part 1: the test girders.WRC Bulletin, 64, (September 1960), Reprint No. 165 (60-5) | 3 |
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.