Pierre Léger

2.8k total citations
115 papers, 2.2k citations indexed

About

Pierre Léger is a scholar working on Civil and Structural Engineering, Mechanics of Materials and Control and Systems Engineering. According to data from OpenAlex, Pierre Léger has authored 115 papers receiving a total of 2.2k indexed citations (citations by other indexed papers that have themselves been cited), including 102 papers in Civil and Structural Engineering, 19 papers in Mechanics of Materials and 17 papers in Control and Systems Engineering. Recurrent topics in Pierre Léger's work include Dam Engineering and Safety (55 papers), Seismic Performance and Analysis (36 papers) and Geotechnical Engineering and Underground Structures (28 papers). Pierre Léger is often cited by papers focused on Dam Engineering and Safety (55 papers), Seismic Performance and Analysis (36 papers) and Geotechnical Engineering and Underground Structures (28 papers). Pierre Léger collaborates with scholars based in Canada, United States and France. Pierre Léger's co-authors include Sudip Bhattacharjee, Martin Leclerc, René Tinawi, Robert Tremblay, Azzeddine Soulaïmani, Patrick Paultre, Edward L. Wilson, Michel Leclerc, Issam El Naqa and L. Vu‐Quoc and has published in prestigious journals such as Computer Methods in Applied Mechanics and Engineering, AIAA Journal and International Journal for Numerical Methods in Engineering.

In The Last Decade

Pierre Léger

107 papers receiving 2.1k citations

Author Peers

Peers are selected by citation overlap in the author's most active subfields. citations · hero ref

Author Last Decade Papers Cites
Pierre Léger 1.9k 511 265 198 193 115 2.2k
Alemdar Bayraktar 3.3k 1.7× 277 0.5× 448 1.7× 281 1.4× 180 0.9× 179 3.5k
José V. Lemos 2.6k 1.3× 655 1.3× 484 1.8× 254 1.3× 292 1.5× 101 3.1k
Ahmet Can Altunışık 3.0k 1.5× 289 0.6× 440 1.7× 330 1.7× 74 0.4× 209 3.1k
Victor E. Saouma 2.6k 1.3× 1.3k 2.5× 539 2.0× 250 1.3× 207 1.1× 98 3.3k
Feng Jin 2.4k 1.3× 880 1.7× 310 1.2× 614 3.1× 508 2.6× 187 3.4k
Nenad Bičanić 1.9k 1.0× 1.2k 2.4× 348 1.3× 328 1.7× 237 1.2× 92 2.8k
Colin Anthony Taylor 1.8k 0.9× 155 0.3× 265 1.0× 247 1.2× 109 0.6× 90 2.2k
Stefano de Miranda 1.9k 1.0× 770 1.5× 638 2.4× 164 0.8× 120 0.6× 138 3.3k
George Mylonakis 4.7k 2.4× 240 0.5× 272 1.0× 198 1.0× 124 0.6× 180 5.0k
Gaohui Wang 2.2k 1.2× 847 1.7× 115 0.4× 116 0.6× 276 1.4× 106 2.6k

Countries citing papers authored by Pierre Léger

Since Specialization
Citations

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

Fields of papers citing papers by Pierre Léger

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Pierre Léger. 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 Pierre Léger. The network helps show where Pierre Léger may publish in the future.

Co-authorship network of co-authors of Pierre Léger

This figure shows the co-authorship network connecting the top 25 collaborators of Pierre Léger. A scholar is included among the top collaborators of Pierre Léger 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 Pierre Léger. Pierre Léger 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.
Giry, Cédric, et al.. (2023). Identification methods of material‐based damping for cracked reinforced concrete beam models. Earthquake Engineering & Structural Dynamics. 52(7). 2156–2178. 3 indexed citations
2.
Léger, Pierre, et al.. (2023). On a Benchmark Problem for Modeling and Simulation of Concrete Dams Cracking Response. Infrastructures. 8(3). 50–50. 1 indexed citations
3.
Léger, Pierre, et al.. (2020). Strongly coupled XFEM formulation for non-planar three-dimensional simulation of hydraulic fracturing with emphasis on concrete dams. Computer Methods in Applied Mechanics and Engineering. 363. 112899–112899. 34 indexed citations
4.
Paultre, Patrick, et al.. (2019). Influence of soil-structure interaction on seismic demands in shear wall building gravity load frames. Engineering Structures. 198. 109259–109259. 13 indexed citations
5.
Léger, Pierre, et al.. (2016). Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D. PolyPublie (École Polytechnique de Montréal). 3 indexed citations
6.
Levesque, Ives R., et al.. (2016). A 4D biomechanical lung phantom for joint segmentation/registration evaluation. Physics in Medicine and Biology. 61(19). 7012–7030. 9 indexed citations
7.
Lei, Hao, et al.. (2016). Sci‐Thur AM: YIS – 02: Imaging dose distributions through the detection of radiation‐induced acoustic waves. Medical Physics. 43(8Part2). 4928–4928. 2 indexed citations
8.
Bouaanani, Najib, et al.. (2014). Application of conditional mean spectra for evaluation of a building’s seismic response in Eastern Canada. Canadian Journal of Civil Engineering. 41(8). 769–773. 4 indexed citations
9.
Galal, Khaled, et al.. (2012). Shake Table Tests on FRP-Rehabilitated RC Shear Walls. Journal of Composites for Construction. 17(1). 79–90. 24 indexed citations
10.
Léger, Pierre, et al.. (2010). Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures. Journal of Structural Engineering. 136(9). 1035–1043. 2 indexed citations
11.
Leclerc, Michel, et al.. (2008). COMPARISON BETWEEN REAL TIME NONLINEAR SEISMIC HYBRID AND SHAKE TABLE TESTING TECHNIQUES. 2 indexed citations
12.
Léger, Pierre, et al.. (2003). Slot Cutting of Concrete Dams: Field Observations and Complementary Experimental Studies. ACI Structural Journal. 100(4). 3 indexed citations
13.
Evans, Michael D., et al.. (2001). A monitor unit “odometer” for measuring linac workload. Medical Physics. 28(12). 2535–2537. 1 indexed citations
14.
Léger, Pierre, et al.. (1995). Thermal protection of concrete dams subjected to freeze–thaw cycles. Canadian Journal of Civil Engineering. 22(3). 588–602. 9 indexed citations
15.
Léger, Pierre, et al.. (1993). Seasonal temperature and stress distributions in concrete gravity dams. Part 1: modelling. Canadian Journal of Civil Engineering. 20(6). 999–1017. 52 indexed citations
16.
Léger, Pierre, et al.. (1992). Non‐linear seismic response analysis using vector superposition methods. Earthquake Engineering & Structural Dynamics. 21(2). 163–176. 11 indexed citations
17.
Paultre, Patrick, Pierre Léger, & Jean Proulx. (1991). Computer‐Aided Education in Structural Dynamics. Journal of Computing in Civil Engineering. 5(4). 374–390. 5 indexed citations
18.
Léger, Pierre, et al.. (1990). Reducing modal truncation error in the wave response analysis of offshore structures. Communications in Applied Numerical Methods. 6(1). 7–16. 3 indexed citations
19.
Léger, Pierre & Edward L. Wilson. (1988). Modal summation methods for structural dynamic computations. Earthquake Engineering & Structural Dynamics. 16(1). 23–27. 37 indexed citations
20.
Léger, Pierre. (1988). Load dependent subspace reduction methods for structural dynamic computations. Computers & Structures. 29(6). 993–999. 15 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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