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.
Technology developments in structural health monitoring of large-scale bridges
This map shows the geographic impact of J.M. Ko'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 J.M. Ko with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites J.M. Ko more than expected).
This network shows the impact of papers produced by J.M. Ko. 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 J.M. Ko. The network helps show where J.M. Ko may publish in the future.
Co-authorship network of co-authors of J.M. Ko
This figure shows the co-authorship network connecting the top 25 collaborators of J.M. Ko.
A scholar is included among the top collaborators of J.M. Ko 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 J.M. Ko. J.M. Ko is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Ko, J.M., et al.. (2006). Identification of damaged members and damage extent in bridge deck by neural network. Engineering Mechanics. 23(2). 18–22.5 indexed citations
4.
Ni, Yi‐Qing, et al.. (2006). Damage Evaluation of Truss Bridges Using a Reliability-Based Assessment Technique. PolyU Institutional Research Archive (Hong Kong Polytechnic University).1 indexed citations
Chen, Yong, et al.. (2005). Experimental Study on Vibration Control of Non-Linear Hysteretic Isolator-Cable System. Systems Engineering - Theory & Practice. 25(7). 67–74.4 indexed citations
Ko, J.M., et al.. (2000). Modal sensitivity analysis of Tsing Ma Bridge for structural damage detection. Proceedings of SPIE - The International Society for Optical Engineering. 3995. 300–311.4 indexed citations
Ni, Yi‐Qing, et al.. (1997). Modal Characteristics of Tower-Cable System in Construction State of Suspension Bridge. SPIE eBooks. 2. 1911–1917.1 indexed citations
Ko, J.M., C. W. Wong, & Heung‐Fai Lam. (1994). Damage Detection in Steel Framed Structures by Vibration Measurement Approach. 2251. 280.22 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.