Gerhard Sedlacek
About
In The Last Decade
Gerhard Sedlacek
77 papers receiving 668 citations
Peers
Comparison fields: 5 of 43
- Civil and Structural Engineering 623
- Mechanical Engineering 263
- Building and Construction 246
- Mechanics of Materials 189
- Statistics, Probability and Uncertainty 42
Countries citing papers authored by Gerhard Sedlacek
This map shows the geographic impact of Gerhard Sedlacek'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 Gerhard Sedlacek with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Gerhard Sedlacek more than expected).
Fields of papers citing papers by Gerhard Sedlacek
This network shows the impact of papers produced by Gerhard Sedlacek. 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 Gerhard Sedlacek. The network helps show where Gerhard Sedlacek may publish in the future.
Co-authorship network of co-authors of Gerhard Sedlacek
This figure shows the co-authorship network connecting the top 25 collaborators of Gerhard Sedlacek. A scholar is included among the top collaborators of Gerhard Sedlacek 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 Gerhard Sedlacek. Gerhard Sedlacek is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | Gemeinsame Grundlagen von Methode 1 (wirksame Breiten) und Methode 2 (Beulspannungsbegrenzung) beim Plattenbeulnachweis nach Eurocode 3 - Teil 1-5 / Demonstration of the common basis of method 1 (effective width approach) and method 2 (stress limit approach) for the plate-buckling assessment of built-up steel components according to Eurocode 3 - part 1-5 | 1 |
| 2 | 2 | |
| 3 | Commentary and worked examples to EN 1993-1-10 'Material toughness and through thickness properties' and other toughness oriented rules in EN 1993 : background documents in support the implementation, harmonization and further development of the Eurocodes ; joint report prepared under te JRC - EECS cooperation agreement for the evolution of Eurocode 3 (programme of CEN/TC 250) | 1 |
| 4 | Die neuen Stabilitaetsnachweise im Stahlbau nach Eurocode 3 / New assessment rules for stability of steel-structures in Eurocode 3. | 1 |
| 5 | 5 | |
| 6 | 5 | |
| 7 | 18 | |
| 8 | 14 | |
| 9 | 3 | |
| 10 | 2 | |
| 11 | 5 | |
| 12 | 3 | |
| 13 | 1 | |
| 14 | Zur sicheren Anwendung feuerverzinkter Stahltraeger / Reliable application of hot dip zinc coated steel beams | 1 |
| 15 | 1 | |
| 16 | 2 | |
| 17 | High-strength steels in welded state for lightweight constructions under high and variable stress peaks : final report | 1 |
| 18 | 8 | |
| 19 | 10 | |
| 20 | Modelling of the Rotation Capacity of Cold- And Hot-Formed SHS Beams By a Plastic Collapse Mechanism | 1 |
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.