Philippe Van Bogaert
About
In The Last Decade
Philippe Van Bogaert
86 papers receiving 498 citations
Peers
Comparison fields: 5 of 41
- Civil and Structural Engineering 409
- Mechanical Engineering 123
- Mechanics of Materials 108
- Earth-Surface Processes 106
- Computational Mechanics 101
Countries citing papers authored by Philippe Van Bogaert
This map shows the geographic impact of Philippe Van Bogaert'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 Philippe Van Bogaert with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Philippe Van Bogaert more than expected).
Fields of papers citing papers by Philippe Van Bogaert
This network shows the impact of papers produced by Philippe Van Bogaert. 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 Philippe Van Bogaert. The network helps show where Philippe Van Bogaert may publish in the future.
Co-authorship network of co-authors of Philippe Van Bogaert
This figure shows the co-authorship network connecting the top 25 collaborators of Philippe Van Bogaert. A scholar is included among the top collaborators of Philippe Van Bogaert 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 Philippe Van Bogaert. Philippe Van Bogaert 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 | 1 | |
| 3 | Torsion clamping by prestressing bars of an arch bridge in concrete abutment | 0 |
| 4 | Modelling and building of the piers of the iris railway viaduct | 0 |
| 5 | Experiences with SHM for large civil structures | 0 |
| 6 | Approaches for increasing the load carrying capacity of historic bridges | 1 |
| 7 | Fatigue due to concrete compression in bridges compared to practice | 1 |
| 8 | Current and end section design requirements for high-speed tunnels | 1 |
| 9 | Experimental results of loading conditions due to violent wave impacts on coastal structures with cantilever surfaces | 1 |
| 10 | Wind load and gust effects on slender steel arches | 1 |
| 11 | Sealed tuned liquid column dampers: a cost effective solution for vibration damping of large arch hangers | 9 |
| 12 | Wind Gust and Wind-Traffic Effects on Narrow Steel Tied Arch Bridge | 1 |
| 13 | The importance of rib distortion at the rib to floorbeam joint of orthotropic plated decks | 2 |
| 14 | Efficiency-assessment of CFRP-laminate Reinforcement of Partly Deficient post-tensioned Fly-over | 1 |
| 15 | Strain Measurements as a Tool for Stability Verification of Steel Tied Arches | 2 |
| 16 | Antwerp North-South railway link for a new urban development Tunnelling and Underground Techniques | 2 |
| 17 | New Integrated Fly-overs contrasting a Historic Multiple-Arch concrete Viaduct | 0 |
| 18 | Fatigue assessment of orthotropic bridge decks through high frequency strain gauge measurements | 0 |
| 19 | The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks | 1 |
| 20 | Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks | 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.