Carlos E. Ventura

5.5k total citations · 1 hit paper
161 papers, 3.9k citations indexed

About

Carlos E. Ventura is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanical Engineering. According to data from OpenAlex, Carlos E. Ventura has authored 161 papers receiving a total of 3.9k indexed citations (citations by other indexed papers that have themselves been cited), including 141 papers in Civil and Structural Engineering, 24 papers in Building and Construction and 20 papers in Mechanical Engineering. Recurrent topics in Carlos E. Ventura's work include Structural Health Monitoring Techniques (70 papers), Seismic Performance and Analysis (70 papers) and Structural Engineering and Vibration Analysis (43 papers). Carlos E. Ventura is often cited by papers focused on Structural Health Monitoring Techniques (70 papers), Seismic Performance and Analysis (70 papers) and Structural Engineering and Vibration Analysis (43 papers). Carlos E. Ventura collaborates with scholars based in Canada, United States and China. Carlos E. Ventura's co-authors include Rune Brincker, Anestis S. Veletsos, Palle Andersen, W. D. Liam Finn, Helmut G. L. Prion, Yuxin Pan, Mehdi Kharrazi, Bart Peeters, Mahmoud Rezai and Adam S. Lubell and has published in prestigious journals such as Personality and Individual Differences, Bulletin of the Seismological Society of America and IEEE Transactions on Power Delivery.

In The Last Decade

Carlos E. Ventura

155 papers receiving 3.6k citations

Hit Papers

Introduction to Operational Modal Analysis 2015 2026 2018 2022 2015 100 200 300 400 500
What are hit papers?

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.

  1. Introduction to Operational Modal Analysis
    2015 575 citations Carlos E. Ventura et al. profile →

Peers

Carlos E. Ventura
Stefan Hurlebaus United States
Ertuǧrul Taciroğlu United States
Joel P. Conte United States
Chin‐Hsiung Loh Taiwan
Giovanni Fabbrocino Italy
Giuseppe Carlo Marano Italy
Alemdar Bayraktar Türkiye
Georgios Ε. Stavroulakis Greece
Izuru Takewaki Japan
Álvaro Cunha Portugal
Stefan Hurlebaus United States
Carlos E. Ventura
Citations per year, relative to Carlos E. Ventura Carlos E. Ventura (= 1×) peers Stefan Hurlebaus

Countries citing papers authored by Carlos E. Ventura

Since Specialization
Citations

This map shows the geographic impact of Carlos E. Ventura'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 Carlos E. Ventura with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Carlos E. Ventura more than expected).

Fields of papers citing papers by Carlos E. Ventura

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Carlos E. Ventura. 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 Carlos E. Ventura. The network helps show where Carlos E. Ventura may publish in the future.

Co-authorship network of co-authors of Carlos E. Ventura

This figure shows the co-authorship network connecting the top 25 collaborators of Carlos E. Ventura. A scholar is included among the top collaborators of Carlos E. Ventura 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 Carlos E. Ventura. Carlos E. Ventura is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Shu, Ganping, et al.. (2024). Experimental behavior, numerical modeling and parameters evaluation of three-dimensional seismic isolation device. Journal of Constructional Steel Research. 220. 108817–108817. 5 indexed citations
2.
Ventura, Carlos E., et al.. (2023). Methodology for determination of seismic force modification factors in Canada: Performance‐based unified procedure. Earthquake Spectra. 39(1). 218–241. 7 indexed citations
3.
Ventura, Carlos E., et al.. (2021). On the feasibility of IoT‐based smart meters for earthquake early warning. Earthquake Spectra. 37(3). 2066–2083. 8 indexed citations
4.
Li, Teng, et al.. (2021). Attention-Based Sequence-to-Sequence Learning for Online Structural Response Forecasting Under Seismic Excitation. IEEE Transactions on Systems Man and Cybernetics Systems. 52(4). 2184–2200. 34 indexed citations
5.
Fairhurst, Michael, et al.. (2019). Effect of Ground Motion Duration on Reinforced Concrete Shear Wall Buildings. Earthquake Spectra. 35(1). 311–331. 35 indexed citations
6.
Brzev, Svetlana, et al.. (2017). Seismic Vulnerability Assessment of Low‐Rise Reinforced Concrete Buildings Affected by the 2015 Gorkha, Nepal, Earthquake. Earthquake Spectra. 33(1S). 275–298. 16 indexed citations
7.
López‐Penadés, Raül, et al.. (2016). Gender-specific effects of trait anxiety on the cardiac defense response. Personality and Individual Differences. 96. 243–247. 6 indexed citations
8.
Centeno, José A., Carlos E. Ventura, & Jason Ingham. (2013). Seismic Performance of a Six‐Story Reinforced Concrete Masonry Building during the Canterbury Earthquake Sequence. Earthquake Spectra. 30(1). 363–381. 1 indexed citations
9.
Ventura, Carlos E., et al.. (2007). In‐Plane Shake‐Table Testing of GFRP‐Strengthened Concrete Masonry Walls. Earthquake Spectra. 23(1). 223–237. 23 indexed citations
10.
Kharrazi, Mehdi & Carlos E. Ventura. (2006). Vibration Frequencies of Woodframe Residential Construction. Earthquake Spectra. 22(4). 1015–1034. 15 indexed citations
11.
Ventura, Carlos E., et al.. (2002). Dynamic analysis of a pedestrian walkway, University of British Columbia, Canada. 2 indexed citations
12.
Ventura, Carlos E., et al.. (2000). Measured and Calculated Modal Characteristics of Heritage Court Tower in Vancouver, B.C., #304. 4062. 1070. 2 indexed citations
13.
Black, Cameron J. & Carlos E. Ventura. (1999). Joint time-frequency analysis of a 20 story instrumented building during two earthquakes. 3727. 896–902. 4 indexed citations
14.
Ventura, Carlos E., et al.. (1999). TESTING OF STEEL-FREE BRIDGE DECKS. ACI Concrete International. 21(8). 55–61. 3 indexed citations
15.
Black, Cameron J. & Carlos E. Ventura. (1998). Modal Properties of Four Instrumented Buildings from Strong Motion Data Obtained During Two Earthquakes. 3243. 1158–1164.
16.
Ventura, Carlos E., et al.. (1997). Structural assessment by modal analysis in Western Canada. Proceedings of SPIE, the International Society for Optical Engineering. 3089. 101–105. 13 indexed citations
17.
Ventura, Carlos E., et al.. (1997). Modal properties of a steel frame used for seismic evaluation studies. Proceedings of SPIE, the International Society for Optical Engineering. 3089. 1885–1891. 10 indexed citations
18.
Rezai, Mahmoud, Carlos E. Ventura, Helmut G. L. Prion, & Adam S. Lubell. (1997). Dynamic Properties of Steel Plate Shear Wall Frame by Impact Testing. Proceedings of SPIE, the International Society for Optical Engineering. 3089. 1878–1884. 2 indexed citations
19.
Ventura, Carlos E., et al.. (1994). Seismic Evaluation of a Long Span Bridge by Modal Testing. 2251. 1309. 12 indexed citations
20.
Maison, Bruce F. & Carlos E. Ventura. (1992). 6. Seismic Analysis of Base‐Isolated San Bernardino County Building. Earthquake Spectra. 8(4). 605–633. 14 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.

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