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Sanda Koboevic (32)

  • Articles de revue (8)
    • 2018
      • Article de revue
        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. Tiré de https://doi.org/10.4028/www.scientific.net/KEM.763.1164
      • Article de revue
        Balazadeh-Minouei, Y., Koboevic, S. & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002037
      • Article de revue
        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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002180
    • 2017
      • Article de revue
        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. Tiré de https://doi.org/10.1016/j.jcsr.2017.03.017
    • 2012
      • Article de revue
        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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000433
    • 2011
      • Article de revue
        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.
      • Article de revue
        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.
    • 2010
      • Article de revue
        Koboevic, S. & David, S.O. (2010). Design and seismic behaviour of taller eccentrically braced frames. Canadian Journal of Civil Engineering, 37(2), 195-208. Tiré de https://doi.org/10.1139/L09-131
  • Communications de conférence (24)
    • 2022
      • Communication de conférence
        Koboevic, S., Murugananthan, U., Reyes-Fernandez, A., Madani, H.M. & Wiebe, L. (2022). Seismic Design of Foundations for Steel-Framed Buildings: A Canadian Perspective. Communication présentée à 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania (p. 1089-1096). Tiré de https://doi.org/10.1007/978-3-031-03811-2_121
      • Communication de conférence
        Madani, H.M., Wiebe, L., Koboevic, S. & Guo, P. (2022). Seismic Force Demands on the Foundations of Concentrically Braced Frame Systems. Communication présentée à 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania (p. 449-456). Tiré de https://doi.org/10.1007/978-3-031-03811-2_46
    • 2018
      • Communication de conférence
        Rioux, M.-D., Nollet, M.-J., Leboeuf, D., Koboevic , S. & Galy, B. (2018). Direct modelling of dynamic sol-structure interaction by finite element analysis. Communication présentée à Building Tomorrow's Society, Fredericton, Canada.
    • 2017
      • Communication de conférence
        Toutant, G., Minouei, Y.B., Imanpour, A., Koboevic, S. & Tremblay, R. (2017). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading. Communication présentée à Structures Congress 2017, Denver, CO (p. 143-154). Tiré de https://doi.org/10.1061/9780784480410.013
    • 2015
      • Communication de conférence
        Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P. & Koboevic, S. (2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
    • 2014
      • Communication de conférence
        Balazadeh-Minouei, Y., Koboevic, S. & Tremblay, R. (2014). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3T727G6T
      • Communication de conférence
        Gleize, J. & Koboevic, S. (2014). Study of global seismic response of eccentrically braced frames with long links. Communication présentée à 9th International Conference on Structural Dynamics (EURODYN 2014), Porto, Portugal (p. 515-521). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/070_MS01_ABS_1611.pdf
    • 2013
      • Communication de conférence
        Sadeghian, A. & Koboevic, S. (2013). Comparison of the force-based and the siaplacement-based approach to seismic design of tall reinforced-concrete shear walls. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 2632-2642). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/general/138.pdf
      • Communication de conférence
        Lemieux, M.A. & Koboevic, S. (2013). Rocking response of taller reinforced-concrete walls. Communication présentée à 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013), Kos Island, Greece. Tiré de https://doi.org/10.7712/120113.4711.C1412
      • Communication de conférence
        Balazadeh-Minouei, Y., Koboevic, S. & Tremblay, R. (2013). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1969-1978). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/85.pdf
    • 2012
      • Communication de conférence
        Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S. & Tirca, L. (2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions. Communication présentée à 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile (p. 531-537).
      • Communication de conférence
        Koboevic, S., Rozon, J. & Tremblay, R. (2012). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames. Communication présentée à 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Tiré de https://www.iitk.ac.in/nicee/wcee/article/WCEE2012_4378.pdf
    • 2011
      • Communication de conférence
        Richard, J., Koboevic, S. & Tremblay, R. (2011). Seismic design and response of heavy industrial steel buildings. Communication présentée à 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece.
      • Communication de conférence
        Richard, J., Koboevic, S. & Tremblay, R. (2011). Seismic response of irregular industrial steel buildings. Communication présentée à 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel. Tiré de https://doi.org/10.1007/978-94-007-5377-8_6
    • 2010
      • Communication de conférence
        Koboevic, S., Guilini-Charrette, K., Castonguay, P.X. & Tremblay, R. (2010). Incluence of ground motion selection and scaling to the seismic response of building structures. Communication présentée à 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000610.pdf
      • Communication de conférence
        Koboevic, S., Le Bec, A. & Tremblay, R. (2010). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations. Communication présentée à 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie.
      • Communication de conférence
        Tremblay, R., Castonguay, P.X., Guilini-Charrette, K. & Koboevic, S. (2010). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions. Communication présentée à Structures Congress 2010 (ASCE), Orlando, Florida, USA. Tiré de https://doi.org/10.1061/41130(369)124
    • 2009
      • Communication de conférence
        Koboevic, S., Rozon, J. & Tremblay, R. (2009). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads. Communication présentée à International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA (p. 367-373). Tiré de https://doi.org/10.1201/9780203861592-62
      • Communication de conférence
        Richard, J., Tremblay, R., Koboevic, S. & MacCrimmon, R.A. (2009). Seismic analysis and design approaches for crane-supporting steel structures. Communication présentée à International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA (p. 511-517). Tiré de https://doi.org/10.1201/9780203861592-86
      • Communication de conférence
        Tremblay, R., Castonguay, P.X., Guilini-Charette, K. & Koboevic, S. (2009). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions. Communication présentée à Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states (p. 794-803). Tiré de https://doi.org/10.1061/41031(341)87
    • 2008
      • Communication de conférence
        Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S. & Bursi, O. (2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 12-01-0236). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_12-01-0236.PDF
      • Communication de conférence
        David, S.O. & Koboevic, S. (2008). Seismic performance of eccentrically braced frames designed for Canadian conditions. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-01-0108). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-05-0108.PDF
      • Communication de conférence
        Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K. & Palermo, D. (2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-01-0526). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-01-0526.PDF
      • Communication de conférence
        Rozon, J., Koboevic, S. & Tremblay, R. (2008). Study of global behaviour of eccentrically braced frames in response to seismic loads. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-05-0081). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-05-0081.PDF