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.
Random Vibration of Hysteretic, Degrading Systems
1981360 citationsThomas T. Baber, Yi‐Kwei WenJournal of the Engineering Mechanics Divisionprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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Countries citing papers authored by Thomas T. Baber
Since
Specialization
Citations
This map shows the geographic impact of Thomas T. Baber'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 Thomas T. Baber with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Thomas T. Baber more than expected).
This network shows the impact of papers produced by Thomas T. Baber. 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 Thomas T. Baber. The network helps show where Thomas T. Baber may publish in the future.
Co-authorship network of co-authors of Thomas T. Baber
This figure shows the co-authorship network connecting the top 25 collaborators of Thomas T. Baber.
A scholar is included among the top collaborators of Thomas T. Baber 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 Thomas T. Baber. Thomas T. Baber is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Baber, Thomas T., et al.. (2009). Field Testing of the Wolf Creek Curved Girder Bridge: Part II: Strain Measurements.2 indexed citations
3.
Baber, Thomas T., et al.. (2007). The Impact of the AASHTO LRFD Design Code on Bridge Stiffness and Strength: Part I: Methods and Design Comparisons.1 indexed citations
Baber, Thomas T., et al.. (1994). Comparison of modal superposition methods for the analytical solution to moving load problems.1 indexed citations
12.
Baber, Thomas T., et al.. (1992). FIELD INSTRUMENTATION AND MEASURED RESPONSE OF THE I-295 CABLE-STAYED BRIDGE: PART 2--FIELD STUDY OF THERMAL RESPONSES. FINAL REPORT--PART B.1 indexed citations
Baber, Thomas T. & Yi‐Kwei Wen. (1981). Random Vibration of Hysteretic, Degrading Systems. Journal of the Engineering Mechanics Division. 107(6). 1069–1087.360 indexed citations breakdown →
18.
Baber, Thomas T. & Yuzhen Wen. (1980). Stochastic Equivalent Linearization for Hysteretic, Degrading, Multistory Strutctures. Illinois Digital Environment for Access to Learning and Scholarship (University of Illinois at Urbana-Champaign).36 indexed citations
19.
Baber, Thomas T. & Yi‐Kwei Wen. (1979). Equivalent Linearization for Hysteretic Structures. 25–29.2 indexed citations
20.
Baber, Thomas T. & Yi‐Kwei Wen. (1979). Random Vibration of Hysteretic Degrading Structures. Engineering Mechanics. 51–54.1 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.