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Sanda KoboevicDépartement des génies civil, géologique et des mines
Voir sa fiche dans le Répertoire des Expertises de Polytechnique Montréal
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Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages. Lien externe
Balazadeh-Minouei, Y., Tremblay, R., & Koboevic, S. (2018). Seismic Retrofit of an Existing 10-Story Chevron-Braced Steel-Frame. Journal of Structural Engineering, 144(10), 14 pages. Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2017). Seismic evaluation of a steel braced frame using NBCC and ASCE 41. Journal of Constructional Steel Research, 135, 110-124. Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (juillet 2014). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (mai 2013). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
David, S. O., & Koboevic, S. (octobre 2008). Seismic performance of eccentrically braced frames designed for Canadian conditions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Gleize, J., & Koboevic, S. (juin 2014). Study of global seismic response of eccentrically braced frames with long links [Communication écrite]. 9th International Conference on Structural Dynamics (EURODYN 2014), Porto, Portugal. Lien externe
Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (janvier 2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Non disponible
Koboevic, S., Reyes-Fernandez, A., & Wiebe, L. D. A. (juillet 2024). Improving Procedures for Seismic Design of Foundation of Steel Braced Frames in Canada [Communication écrite]. 11th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2024), Salerno, Italy. Lien externe
Koboevic, S., Murugananthan, U., Reyes-Fernandez, A., Madani, H. M., & Wiebe, L. (mai 2022). Seismic Design of Foundations for Steel-Framed Buildings: A Canadian Perspective [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe
Koboevic, S., Porthier de Bellefeuille, G., & Maheu, P.-É. (2018). Seismic Assessment of Existing Eccentrically Braced Frames According to NBCC and ASCE 41-13 Evaluation Procedures. Key Engineering Materials, 763, 1164-1171. Lien externe
Koboevic, S., Rozon, J., & Tremblay, R. (septembre 2012). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames [Communication écrite]. 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Lien externe
Koboevic, S., Rozon, J., & Tremblay, R. (2012). Seismic performance of low-to-moderate height eccentrically braced steel frames designed for North American seismic conditions. Journal of Structural Engineering (United States), 138(12), 1465-1476. Lien externe
Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (2011). Selection and scaling of NBCC 2005 compatible simulated ground motions for nonlinear seismic analysis of low-rise steel building structures. Canadian Journal of Civil Engineering, 38(12), 1391-1403. Lien externe
Koboevic, S., & David, S. O. (2010). Design and seismic behaviour of taller eccentrically braced frames. Canadian Journal of Civil Engineering, 37(2), 195-208. Lien externe
Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (juillet 2010). Influence of ground motion selection and scaling to the seismic response of building structures [Communication écrite]. 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada. Lien externe
Koboevic, S., Le Bec, A., & Tremblay, R. (août 2010). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations [Communication écrite]. 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie. Non disponible
Koboevic, S., Rozon, J., & Tremblay, R. (août 2009). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. Lien externe
Lemieux, M. A., & Koboevic, S. (juin 2013). Rocking response of taller reinforced-concrete walls [Communication écrite]. 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013), Kos Island, Greece. Lien externe
Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (octobre 2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Madani, H. M., Wiebe, L. D. A., Guo, P., & Koboevic, S. (juillet 2024). Influence of Concentrically Braced Frame Footing Design on Recovery Time [Communication écrite]. 11th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2024), Salerno, Italy. Lien externe
Madani, H. M., Wiebe, L., Koboevic, S., & Guo, P. (mai 2022). Seismic Force Demands on the Foundations of Concentrically Braced Frame Systems [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe
Rioux, M.-D., Nollet, M.-J., Leboeuf, D., Koboevic, S., & Galy, B. (juin 2018). Direct modelling of dynamic sol-structure interaction by finite element analysis [Communication écrite]. Building Tomorrow's Society, Fredericton, Canada. Non disponible
Richard, J., Koboevic, S., & Tremblay, R. (2011). Seismic design and response of crane-supporting and heavy industrial steel structures. Engineering Journal, 48(3), 205-224. Lien externe
Richard, J., Koboevic, S., & Tremblay, R. (mai 2011). Seismic design and response of heavy industrial steel buildings [Communication écrite]. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece. Non disponible
Richard, J., Koboevic, S., & Tremblay, R. (septembre 2011). Seismic response of irregular industrial steel buildings [Communication écrite]. 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel. Lien externe
Richard, J., Tremblay, R., Koboevic, S., & MacCrimmon, R. A. (août 2009). Seismic analysis and design approaches for crane-supporting steel structures [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. Lien externe
Rozon, J., Koboevic, S., & Tremblay, R. (octobre 2008). Study of global behaviour of eccentrically braced frames in response to seismic loads [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Sadeghian, A., & Koboevic, S. (mai 2013). Comparison of the force-based and the siaplacement-based approach to seismic design of tall reinforced-concrete shear walls [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Toutant, G., Minouei, Y. B., Imanpour, A., Koboevic, S., & Tremblay, R. (avril 2017). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading [Communication écrite]. Structures Congress 2017, Denver, CO, USA. Lien externe
Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P., & Koboevic, S. (juillet 2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015 [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Non disponible
Tremblay, R., Castonguay, P. X., Guilini-Charrette, K., & Koboevic, S. (mai 2010). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions [Communication écrite]. Structures Congress 2010 (ASCE), Orlando, Florida, USA. Lien externe
Tremblay, R., Castonguay, P. X., Guilini-Charette, K., & Koboevic, S. (avril 2009). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions [Communication écrite]. Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states. Lien externe
Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (octobre 2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
