 | Up a level |
Collaboration networkThis graph maps the connections between all the collaborators of {}'s publications listed on this page.
Each link represents a collaboration on the same publication. The thickness of the link represents the number of collaborations.
Use the mouse wheel or scroll gestures to zoom into the graph.
You can click on the nodes and links to highlight them and move the nodes by dragging them.
Hold down the "Ctrl" key or the "⌘" key while clicking on the nodes to open the list of this person's publications.
Word cloudA word cloud is a visual representation of the most frequently used words in a text or a set of texts. The words appear in different sizes, with the size of each word being proportional to its frequency of occurrence in the text. The more frequently a word is used, the larger it appears in the word cloud. This technique allows for a quick visualization of the most important themes and concepts in a text.
In the context of this page, the word cloud was generated from the publications of the author {}. The words in this cloud come from the titles, abstracts, and keywords of the author's articles and research papers. By analyzing this word cloud, you can get an overview of the most recurring and significant topics and research areas in the author's work.
The word cloud is a useful tool for identifying trends and main themes in a corpus of texts, thus facilitating the understanding and analysis of content in a visual and intuitive way.
Dehghani, M., Tremblay, R., & Leclerc, M. (2017). Fatigue failure of 350WT steel under large-strain seismic loading at room and subfreezing temperatures. Construction and Building Materials, 145, 602-618. External link
Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (2011). Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures. Engineering Structures, 33(12), 3351-3363. External link
Ghorbanirenani, I., Tremblay, R., Léger, P., & Leclerc, M. (2012). Shake table testing of slender RC shear walls subjected to eastern North America seismic ground motions. Journal of Structural Engineering, 138(12), 1515-1529. External link
Imanpour, A., Tremblay, R., Leclerc, M., Siguier, R., Toutant, G., Balazadeh Minouei, Y., & You, S. (2022). Development and application of multi-axis hybrid simulation for seismic stability of steel braced frames. Engineering Structures, 252, 12 pages. External link
Imanpour, A., Tremblay, R., Leclerc, M., & Siguier, R. (2018). Development of a Hybrid Simulation Computational Model for Steel Braced Frames. Key Engineering Materials, 763, 609-618. External link
Imanpour, A., Leclerc, M., Siguier, R., & Tremblay, R. (2017, September). Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns [Paper]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Published in ce/papers, 1(2-3). External link
Leclerc, M. (1995). L'influence des caractéristiques de l'excitation sismique sur la fissuration des barrages-poids en béton. (Technical Report n° EPM-GCS-95-02). Unavailable
Pépin, N., Aubertin, M., James, M., & Leclerc, M. (2012). Seismic Simulator Testing to Investigate the Cyclic Behavior of Tailings in an Instrumented Rigid Box. Geotechnical Testing Journal, 35(3), 469-479. External link
Sideris, P., Filiatrault, A., Leclerc, M., & Tremblay, R. (2010). Experimental investigation on the seismic behavior of palletized merchandise in steel storage racks. Earthquake Spectra, 26(1), 209-233. External link
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1053-1068. External link
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1069-1086. External link
