This map shows the geographic impact of C Melbourne'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 C Melbourne with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites C Melbourne more than expected).
This network shows the impact of papers produced by C Melbourne. 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 C Melbourne. The network helps show where C Melbourne may publish in the future.
Co-authorship network of co-authors of C Melbourne
This figure shows the co-authorship network connecting the top 25 collaborators of C Melbourne.
A scholar is included among the top collaborators of C Melbourne 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 C Melbourne. C Melbourne is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
All Works
20 of 20 papers shown
1.
Gilbert, Matthew, et al.. (2016). Proposed permissible limit state assessment criteria for masonry arch bridges. University of Salford Institutional Repository (University of Salford).2 indexed citations
2.
Augusthus-Nelson, Levingshan, et al.. (2016). Behaviour of backfilled masonry arch bridges subjected to cyclic loading. University of Salford Institutional Repository (University of Salford).2 indexed citations
3.
Melbourne, C, et al.. (2013). A comparison between the MEXE and Pippard's methods of assessing the load carrying capacity of masonry arch bridges. University of Salford Institutional Repository (University of Salford). 26(1). 45–9.3 indexed citations
4.
Augusthus-Nelson, Levingshan, et al.. (2013). Physical modelling of cyclically loaded masonry arch bridges. University of Salford Institutional Repository (University of Salford).3 indexed citations
5.
Melbourne, C, et al.. (2010). Mechanics behind the MEXE method for masonry arch assessment. UWE Research Repository (UWE Bristol).3 indexed citations
Melbourne, C, et al.. (2006). Masonry Arch Bridges: Condition, Appraisal and Remedial Treatment. University of Salford Institutional Repository (University of Salford).44 indexed citations
10.
Parke, G A, et al.. (2005). The 3-dimensional behaviour of masonry arches.2 indexed citations
11.
Melbourne, C, et al.. (2000). ANALYSES OF BONDED, RING-SEPARATED AND STRENGTHENED MASONRY ARCH BRIDGES.1 indexed citations
Melbourne, C & Matthew Gilbert. (1995). THE BEHAVIOUR OF MULTIRING BRICKWORK ARCH BRIDGES. The Structural engineer. 73(3).56 indexed citations
17.
Gilbert, Matthew & C Melbourne. (1994). RIGID-BLOCK ANALYSIS OF MASONRY STRUCTURES. The Structural engineer. 72(21).149 indexed citations
18.
Melbourne, C & Matthew Gilbert. (1994). THE APPLICATION OF LIMIT ANALYSIS TECHNIQUES TO MASONRY ARCH BRIDGES.3 indexed citations
19.
Melbourne, C & Matthew Gilbert. (1993). A STUDY OF THE EFFECTS OF RING SEPARATION ON THE LOAD-CARRYING CAPACITY OF MASONRY ARCH BRIDGES.1 indexed citations
20.
Melbourne, C & Peter Walker. (1990). LOAD TEST TO COLLAPSE ON A FULL SCALE MODEL SIX METRE SPAN BRICK ARCH BRIDGE. OpenGrey (Institut de l'Information Scientifique et Technique).6 indexed citations
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.