Jean‐Pierre Jaspart
About
In The Last Decade
Jean‐Pierre Jaspart
182 papers receiving 2.0k citations
Peers
Comparison fields: 5 of 51
- Civil and Structural Engineering 2.0k
- Building and Construction 975
- Mechanics of Materials 485
- Mechanical Engineering 417
- Materials Chemistry 113
Countries citing papers authored by Jean‐Pierre Jaspart
This map shows the geographic impact of Jean‐Pierre Jaspart'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 Jean‐Pierre Jaspart with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Jean‐Pierre Jaspart more than expected).
Fields of papers citing papers by Jean‐Pierre Jaspart
This network shows the impact of papers produced by Jean‐Pierre Jaspart. 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 Jean‐Pierre Jaspart. The network helps show where Jean‐Pierre Jaspart may publish in the future.
Co-authorship network of co-authors of Jean‐Pierre Jaspart
This figure shows the co-authorship network connecting the top 25 collaborators of Jean‐Pierre Jaspart. A scholar is included among the top collaborators of Jean‐Pierre Jaspart 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 Jean‐Pierre Jaspart. Jean‐Pierre Jaspart is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | 0 | |
| 2 | Critical assessment of the design of an electric transmission tower | 1 |
| 3 | EQUALJOINTS PLUS - Volume with pre-normative design recommendations for seismically qualified steel joints | 7 |
| 4 | Robustness of steel structures subjected to a column loss scenario | 2 |
| 5 | ANALYTICAL PREDICTION OF THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES | 1 |
| 6 | 2 | |
| 7 | 4 | |
| 8 | Optimization of frames for effective assembling | 0 |
| 9 | Robustness of building frames further to a column loss - Substructure approach with account of dynamic effects | 4 |
| 10 | Entwicklung eines Bemessungsmodells für geschraubte, momententragfähige Kopfplattenverbindungen mit 4 Schrauben in einer Schraubenreihe auf der Grundlage der prEN 1993-1-8: 2003 | 1 |
| 11 | Recent developments on composite connections | 3 |
| 12 | A new design model for the resistance of steel semi-compact cross-sections | 2 |
| 13 | Numerical and analytical investigations on composite sway frames | 0 |
| 14 | Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process | 4 |
| 15 | Contributions to recent advances in the field of steel joints. Column bases and further configurations for beam-to-column joints and column bases | 51 |
| 16 | Sensitivity of steel building frames to joint properties. | 1 |
| 17 | Modelling of beam-to-column joints for the design of steel building frames. | 1 |
| 18 | Analysis and design of steel frames with semi-rigid joints. | 16 |
| 19 | Parametric study of the numerical modelling for semi-rigid joints | 2 |
| 20 | Strength and behaviour of in-plane weak axis joints and of 3-D joints. | 9 |
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.