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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.
Chen, L., Tremblay, R., & Tirca, L. (2019). Determination of Optimum Configurations for Steel-Braced Frames with Segmental Elastic Spines. Journal of Structural Engineering, 145(11), 17 pages. External link
Chen, L., Tremblay, R., & Tirca, L. (2019). Modular tied eccentrically braced frames for improved seismic response of tall buildings. Journal of Constructional Steel Research, 155, 370-384. External link
Chen, L., Tremblay, R., & Tirca, L. (2019). Practical seismic design procedure for steel braced frames with segmental elastic spines. Journal of Constructional Steel Research, 153, 395-415. External link
Jiang, Y., Tremblay, R., & Tirca, L. (2012, September). Seismic assessment of deficient steel braced frames with built-up back-to-back double angle brace sections using OpenSees modelling [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (9 pages). Published in World Conference on Earthquake Engineering proceedings, 2012. External link
Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (2012, January). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Paper]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Unavailable
Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (2011, August). Overview of ductile seismic brace fuse systems in Canada [Paper]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Unavailable
Tirca, L., & Tremblay, R. (2004, August). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link
Tremblay, R., & Tirca, L. (2003, June). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response [Paper]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. External link
Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J.-D., & Massicotte, B. (2003, June). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames [Paper]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. External link
