M.F.M. Hussein
About
In The Last Decade
M.F.M. Hussein
89 papers receiving 2.8k citations
Hit Papers
Peers
Comparison fields: 5 of 105
- Civil and Structural Engineering 2.4k
- Mechanical Engineering 1.7k
- General Engineering 750
- Mechanics of Materials 396
- Control and Systems Engineering 236
Countries citing papers authored by M.F.M. Hussein
This map shows the geographic impact of M.F.M. Hussein'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 M.F.M. Hussein with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites M.F.M. Hussein more than expected).
Fields of papers citing papers by M.F.M. Hussein
This network shows the impact of papers produced by M.F.M. Hussein. 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 M.F.M. Hussein. The network helps show where M.F.M. Hussein may publish in the future.
Co-authorship network of co-authors of M.F.M. Hussein
This figure shows the co-authorship network connecting the top 25 collaborators of M.F.M. Hussein. A scholar is included among the top collaborators of M.F.M. Hussein 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 M.F.M. Hussein. M.F.M. Hussein 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 | 10 | |
| 3 | 8 | |
| 4 | 25 | |
| 5 | The PiP model and progress in ground vibration from railways | 1 |
| 6 | Modelling of Train Induced Vibration | 2 |
| 7 | Tunnel-soil-pile interaction in the prediction of vibration from underground railways: Validation of the sub-models | 5 |
| 8 | The effects of railpad nonlinearity on the vibration of railway tracks under harmonic load | 3 |
| 9 | The use of fictitious crack model in modelling the vibration behaviour of cracked reinforced concrete beams | 1 |
| 10 | Modelling the nonlinear behaviour of a cracked reinforced concrete beam | 4 |
| 11 | USE OF PiP TO INVESTIGATE THE EFFECT OF A FREE SURFACE ON GROUND VIBRATION DUE TO UNDERGROUND RAILWAYS | 3 |
| 12 | Modelling vibration from surface and underground railways as an evolutionary random process | 3 |
| 13 | A comparison between the performance of floating-slab track with continuous and discontinuous slabs in reducing vibration from underground railway tunnels | 1 |
| 14 | A software application for calculating vibration due to moving trains in underground railway tunnels | 2 |
| 15 | The PiP model, a software for calculating vibration from underground railways | 1 |
| 16 | Accuracy, and the prediction of ground vibration from underground railways | 0 |
| 17 | An efficient model for calculating vibration from a railway tunnel buried in a half-space | 11 |
| 18 | A numerical model for ground-borne vibrations and reradiated noise in buildings from underground railways | 1 |
| 19 | A comparison of prediction models for vibrations from underground railway traffic | 2 |
| 20 | An insertion loss model for evaluating the performance of floating-slab track for underground railway tunnels | 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.