Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework
2007605 citationsD.A. Nethercot et al.Engineering Structuresprofile →
Countries citing papers authored by D.A. Nethercot
Since
Specialization
Citations
This map shows the geographic impact of D.A. Nethercot'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 D.A. Nethercot with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites D.A. Nethercot more than expected).
This network shows the impact of papers produced by D.A. Nethercot. 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 D.A. Nethercot. The network helps show where D.A. Nethercot may publish in the future.
Co-authorship network of co-authors of D.A. Nethercot
This figure shows the co-authorship network connecting the top 25 collaborators of D.A. Nethercot.
A scholar is included among the top collaborators of D.A. Nethercot 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 D.A. Nethercot. D.A. Nethercot is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Lim, James B.P. & D.A. Nethercot. (2002). Design and development of a general cold-formed steel portal framing system. Research Portal (Queen's University Belfast).34 indexed citations
10.
Byfield, M.P., A. R. Kemp, & D.A. Nethercot. (2002). Effect of strain hardening on flexural properties of steel beams. ePrints Soton (University of Southampton).15 indexed citations
11.
Nethercot, D.A., et al.. (2001). INTEGRATED DESIGN OF TUBULAR STEELWORK. The Structural engineer. 79(3).1 indexed citations
12.
Nethercot, D.A., et al.. (1998). PLASTICITY OF COMPOSITE BEAMS AT SERVICEABILITY LIMIT STATE. The Structural engineer. 76(15).2 indexed citations
13.
Byfield, M.P. & D.A. Nethercot. (1997). Material and geometric properties of structural steel for use in design. ePrints Soton (University of Southampton).40 indexed citations
14.
Nethercot, D.A. & Riccardo Zandonini. (1994). Recent Studies of the Behaviour of Semi-Rigid Composite Connections. 1143–1148.3 indexed citations
15.
Nethercot, D.A., et al.. (1991). LATERAL BUCKLING IN CONTINUOUS COMPOSITE BRIDGE GIRDERS. The Structural engineer. 69(5).15 indexed citations
Nethercot, D.A. & Nicholas S. Trahair. (1976). LATERAL BUCKLING APPROXIMATIONS FOR ELASTIC BEAMS. The Structural engineer. 54(6).36 indexed citations
19.
Nethercot, D.A.. (1975). INELASTIC BUCKLING OF STEEL BEAMS UNDER NON UNIFORM MOMENT. The Structural engineer. 53(2).13 indexed citations
20.
Nethercot, D.A., et al.. (1973). LATERAL BUCKLING OF BEAMS WITH MIXED END CONDITIONS. The Structural engineer. 51(4).12 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.