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.
Countries citing papers authored by Roland Niedermeier
Since
Specialization
Citations
This map shows the geographic impact of Roland Niedermeier'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 Roland Niedermeier with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Roland Niedermeier more than expected).
Fields of papers citing papers by Roland Niedermeier
This network shows the impact of papers produced by Roland Niedermeier. 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 Roland Niedermeier. The network helps show where Roland Niedermeier may publish in the future.
Co-authorship network of co-authors of Roland Niedermeier
This figure shows the co-authorship network connecting the top 25 collaborators of Roland Niedermeier.
A scholar is included among the top collaborators of Roland Niedermeier 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 Roland Niedermeier. Roland Niedermeier is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Zilch, K., et al.. (2011). DAfStB-Richtlinie: Verstaerken von Betonbauteilen mit geklebter Bewehrung - Teil 1: Bemessung und Konstruktion / DAfStB-guideline: Strengthening concrete structures with adhesive bonded reinforcement - Part 1: Design. Bauingenieur. 86(5).1 indexed citations
6.
Zilch, K., et al.. (2011). Sachstandbericht Verstaerken von Betonbauteilen mit geklebter Bewehrung / Current knowledge report: Adhesive bonded reinforcement.1 indexed citations
7.
Zilch, K., et al.. (2011). New German guideline for strengthening concrete structures with adhesive bonded reinforcement. mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich).1 indexed citations
8.
Zilch, K., et al.. (2010). Failure models for ultra high performance concrete (UHPC).3 indexed citations
9.
Zilch, K., et al.. (2009). Guideline for the Performance and Interpretation of Bond Tests on Concrete Specimens with Externally Bonded CFRP Strips. mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich).1 indexed citations
Zilch, K., Roland Niedermeier, & Gerhart Zehetmaier. (2001). Beiträge im fib-Bulletin 14: Externally bonded FRP Reinforcement for RC Structures. mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich).111 indexed citations
14.
Blaschko, M., Roland Niedermeier, & K. Zilch. (1998). Bond Failure Modes of Flexural Members Strengthened with FRP. mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich). 1.37 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.