Toshiyuki Kitada
About
In The Last Decade
Toshiyuki Kitada
60 papers receiving 337 citations
Peers
Comparison fields: 5 of 27
- Civil and Structural Engineering 335
- Building and Construction 172
- Mechanical Engineering 119
- Mechanics of Materials 87
- Control and Systems Engineering 34
Countries citing papers authored by Toshiyuki Kitada
This map shows the geographic impact of Toshiyuki Kitada'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 Toshiyuki Kitada with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Toshiyuki Kitada more than expected).
Fields of papers citing papers by Toshiyuki Kitada
This network shows the impact of papers produced by Toshiyuki Kitada. 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 Toshiyuki Kitada. The network helps show where Toshiyuki Kitada may publish in the future.
Co-authorship network of co-authors of Toshiyuki Kitada
This figure shows the co-authorship network connecting the top 25 collaborators of Toshiyuki Kitada. A scholar is included among the top collaborators of Toshiyuki Kitada 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 Toshiyuki Kitada. Toshiyuki Kitada is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | 1 | |
| 2 | 0 | |
| 3 | 0 | |
| 4 | Applications of Eddy Current Test to Fatigue Crack Inspection of Steel Bridges | 6 |
| 5 | Elasto-Plastic and Finite Element Analyasisusing Beam-Column Element for Concrete Filled Steel Tubes Subjected to Torsion | 1 |
| 6 | 1 | |
| 7 | Experiment on Static Breaking of Rupture Controllable Side Block for Bridge Isolation Device | 1 |
| 8 | 1 | |
| 9 | 2 | |
| 10 | Fundamental theory of computer program, EPASS, for applying elasto-plastic and finite displacement analysis to spatial framed steel bridges | 1 |
| 11 | Basic Theory and Numerical Example for Elasto-Plastic and Finite Displancement Analysis of Stiffened Plates with Opening Subjected to Compression | 0 |
| 12 | Hybrid Test for Simulating Seismic Behavior of Steel and Composite Bridge Piers | 5 |
| 13 | A System for Hybrid Tests of Materials and Structures | 1 |
| 14 | An Experimental Apparatus and Results for Compression, Bending and Torsion of Short Steel Members with Thin-Walled Cross Section | 1 |
| 15 | Fundamental Study on Elastoplastic Behavior of Concrete Encased Steel Short Tubular Columns | 3 |
| 16 | Stress Analysis due to Shear Lag in Corner Parts of Steel Rigid Frame Structures | 1 |
| 17 | A Design Method of Wide Stiffened Plates Subjected to Compression - Application to Design of Shallow Box Girder in Long Span Cable-Stayed Bridge Over River Aji at Osaka Bay, Japan | 1 |
| 18 | A Proposition for Designing Transverse Stiffeners of Horizontally Curved Girders in Ultimate State | 2 |
| 19 | AN ELASTO-PLASTIC AND FINITE DISPLACEMENT ANALYSIS OF WEB PLATES FOR CURVED GIRDER BRIDGES BY USING ISOPARAMETRIC FINITE ELEMENT METHOD | 3 |
| 20 | A COMPRESSION TESTING MACHINE WITH CAPACITY 600 TONS FOR EXPERIMENTAL RESEARCHES ON LARGE-SIZED MEMBERS IN BRIDGE STRUCTURES | 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.