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.
Review of ultra-high performance concrete and its application in bridge engineering
2020328 citationsJunqing Xue, Bruno Briseghella et al.profile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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Countries citing papers authored by Habib Tabatabai
Since
Specialization
Citations
This map shows the geographic impact of Habib Tabatabai'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 Habib Tabatabai with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Habib Tabatabai more than expected).
This network shows the impact of papers produced by Habib Tabatabai. 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 Habib Tabatabai. The network helps show where Habib Tabatabai may publish in the future.
Co-authorship network of co-authors of Habib Tabatabai
This figure shows the co-authorship network connecting the top 25 collaborators of Habib Tabatabai.
A scholar is included among the top collaborators of Habib Tabatabai 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 Habib Tabatabai. Habib Tabatabai is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Соболев, Константин, et al.. (2013). Superhydrophobic Engineered Cementitious Composites for Highway Bridge Applications:Technology Transfer and Implementation.2 indexed citations
Whiting, David, et al.. (2003). LABORATORY EVALUATION OF REPAIRS TO PRETENSIONED CONCRETE BRIDGE MEMBERS.
14.
Tabatabai, Habib & Armin Mehrabi. (2000). Evaluation of Various Damping Treatments for Stay Cables, #362. SPIE eBooks. 4062(6). 836–841.4 indexed citations
15.
Tabatabai, Habib & Armin Mehrabi. (2000). TUNED DAMPERS AND CABLE FILLERS FOR SUPPRESSION OF BRIDGE STAY CABLE VIBRATIONS.7 indexed citations
16.
Tabatabai, Habib, et al.. (1999). NONDESTRUCTIVE METHODS FOR CONDITION EVALUATION OF PRESTRESSING STEEL STRANDS IN CONCRETE BRIDGES. FINAL REPORT PHASE I: TECHNOLOGY REVIEW.15 indexed citations
Mehrabi, Armin, et al.. (1997). Evaluation of stay cable tension using a non-destructive vibration technique.. 503–507.11 indexed citations
19.
Tabatabai, Habib, et al.. (1994). MEASURED THERMAL RESPONSE OF CONCRETE BOX-GIRDER BRIDGE. Transportation Research Record Journal of the Transportation Research Board.4 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.