Jean‐Marc Franssen
About
In The Last Decade
Jean‐Marc Franssen
192 papers receiving 3.1k citations
Peers
Comparison fields: 5 of 57
- Civil and Structural Engineering 3.1k
- Building and Construction 1.5k
- Safety, Risk, Reliability and Quality 1.3k
- Mechanical Engineering 142
- Global and Planetary Change 129
Countries citing papers authored by Jean‐Marc Franssen
This map shows the geographic impact of Jean‐Marc Franssen'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‐Marc Franssen with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Jean‐Marc Franssen more than expected).
Fields of papers citing papers by Jean‐Marc Franssen
This network shows the impact of papers produced by Jean‐Marc Franssen. 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‐Marc Franssen. The network helps show where Jean‐Marc Franssen may publish in the future.
Co-authorship network of co-authors of Jean‐Marc Franssen
This figure shows the co-authorship network connecting the top 25 collaborators of Jean‐Marc Franssen. A scholar is included among the top collaborators of Jean‐Marc Franssen 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‐Marc Franssen. Jean‐Marc Franssen 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 | Toward a standardized uniformly distributed cellulosic fire load | 3 |
| 3 | 9 | |
| 4 | AN EQUIVALENT STRESS METHOD FOR CONSIDERING LOCAL BUCKLING IN BEAM FINITE ELEMENTS IN THE FIRE SITUATION | 2 |
| 5 | Cfd analyses used to evaluate the influence of compartment geometry on the possibility of development of a travelling fire | 6 |
| 6 | THIN-WALLED STEEL MEMBERS AT ELEVATED TEMPERATURES CONSIDERING LOCAL IMPERFECTIONS: NUMERICAL SIMULATION OF ISOLATED PLATES | 3 |
| 7 | Towards a standard measure of the ability of a structure to resist a natural fire | 0 |
| 8 | Fire analysis of a new steel bridge | 2 |
| 9 | 1 | |
| 10 | Numerical Evaluation of Load induced Thermal Strain in restraint Structures compared with an Experimental Study on reinforced Concrete Columns | 3 |
| 11 | Comparison between EC3 and the original proposal for Beam-Columns in Case of Fire | 0 |
| 12 | Simple formula for evaluating the fire resistance of axially loaded steel square hollow section columns filled with concrete | 1 |
| 13 | Proposal to the Eurocode 3 for the lateral-torsional buckling of stainless steel I-beams in case of fire | 2 |
| 14 | Effect of localised fires on continuous steel beams | 1 |
| 15 | Precast Hollow Core Slabs in Fire: Numerical Simulations and Experimental Tests | 12 |
| 16 | Natural fire safety concept | 4 |
| 17 | Application of the SAFIR Computer Program for Evaluating Fire Resistance | 5 |
| 18 | Fire attack on concrete columns and design rules under fire conditions | 1 |
| 19 | Evaluation of the thermal part of the code SAFIR by comparison with the code TASEF | 2 |
| 20 | Computer assisted analysis of the fire resistance of steel and composite concrete-steel structures | 13 |
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.