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A 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.
Béland, T. (2020). Improving the seismic robustness of Conventional Construction concentrically braced steel frames by mobilizing the gravity load framing system [Ph.D. thesis, Polytechnique Montréal]. Available
Béland, T., Tremblay, R., Fahnestock, L. A., & Hines, E. M. (2020, September). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). External link
Béland, T., Bradley, C. R., Nelson, J., Sizemore, J. G., Davaran, A., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Experimental Parametric Characterization of Bolted Angle Connection Behavior. Journal of Structural Engineering, 146(8), 17 pages. External link
Béland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections. Journal of Structural Engineering, 146(8), 14 pages. External link
Béland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing. Journal of Structural Engineering (United States), 146(7), 11 pages. External link
Davaran, A., Tremblay, R., Béland, T., Fahnestock, L. A., & Hines, E. M. (2014, April). Experimental behavior of low-ductility brace connection limit states [Paper]. Structures Congress 2014, Boston, MA, United states. External link
Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Béland, T., Davaran, A., & Sizemore, J. (2014, July). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link
Nelson, J., Davaran, A., Béland, T., Bradley, C., Hines, E. M., Tremblay, R., & Fahnestock, L. A. (2014, April). Cyclic experimental behavior of angles and applications for connection design and modeling [Paper]. Structures Congress 2014, Boston, MA, United states. External link