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Mark Grigorian ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Grigorian, Mark / Grigorian, Carl (1988): Preliminary Minimum Weight Design of Moment Frames for Lateral Loading. Dans: Engineering Journal, v. 25, n. 4 (décembre 1988).

    https://doi.org/10.62913/engj.v25i4.511

  2. Grigorian, Mark / Sedighi, Siavash / Mohammadi, Hadiseh: Limit state design of resilient earthquake resisting systems. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings.

    https://doi.org/10.1680/jstbu.22.00202

  3. Grigorian, Mark / Sedighi, Siavash / Mohammadi, Haddiseh (2023): Plastic design of sustainable steel earthquake resistant structures. Dans: Engineering Structures, v. 289 (août 2023).

    https://doi.org/10.1016/j.engstruct.2023.116178

  4. Grigorian, Mark / Sedighi, Siavash / Targhi, Marzie Ansary / Targhi, Razie Ansary (2023): Sustainable Earthquake-Resistant Mixed Multiple Seismic Systems. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 3 (mars 2023).

    https://doi.org/10.1061/jsendh.steng-11510

  5. Grigorian, Carl E. / Grigorian, Mark (2016): Performance Control and Efficient Design of Rocking-Wall Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 2 (février 2016).

    https://doi.org/10.1061/(ASCE)ST.1943-541X.0001411

  6. Grigorian, Mark / Moghadam, Abdolreza S. / Sedighi, Siavash (2022): Sustainable seismic design and health monitoring. Dans: Structural Control and Health Monitoring, v. 29, n. 11 (septembre 2022).

    https://doi.org/10.1002/stc.3058

  7. Grigorian, Mark (2021): Resiliency and post‐earthquake realignment. Dans: The Structural Design of Tall and Special Buildings, v. 30, n. 5 (10 avril 2021).

    https://doi.org/10.1002/tal.1836

  8. Grigorian, Mark / Kamizi, Mozhgan / Sedighi, Siavash (2021): A basis for developing sustainable earthquake-resisting structures. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 174, n. 6 (juin 2021).

    https://doi.org/10.1680/jstbu.20.00053

  9. Grigorian, Mark (1993): On the lateral response of regular highrise frames. Dans: The Structural Design of Tall Buildings, v. 2, n. 3 (septembre 1993).

    https://doi.org/10.1002/tal.4320020305

  10. Grigorian, Mark / Kamizi, Mozhgan (2022): High performance resilient earthquake resisting moment frames added. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 175, n. 5 (mai 2022).

    https://doi.org/10.1680/jstbu.19.00109

  11. Grigorian, Mark / Moghadam, Abdolreza S. / Kamizi, Mozhgan (2019): On repairable earthquake resisting archetypes with a view to resiliency objectives and assisted self-centering. Dans: The Structural Design of Tall and Special Buildings, v. 28, n. 7 (mai 2019).

    https://doi.org/10.1002/tal.1603

  12. Grigorian, Mark / Grigorian, Carl (2011): Performance control for seismic design of moment frames. Dans: Journal of Constructional Steel Research, v. 67, n. 7 (juillet 2011).

    https://doi.org/10.1016/j.jcsr.2011.02.001

  13. Grigorian, Mark / Grigorian, Carl E. (2012): Recent developments in plastic design analysis of steel moment frames. Dans: Journal of Constructional Steel Research, v. 76 (septembre 2012).

    https://doi.org/10.1016/j.jcsr.2012.03.011

  14. Grigorian, Mark / Moghadam, Abdolreza S. / Mohammadi, Hadiseh / Kamizi, Mozhgan (2019): Methodology for developing earthquake‐resilient structures. Dans: The Structural Design of Tall and Special Buildings, v. 28, n. 2 (10 février 2019).

    https://doi.org/10.1002/tal.1571

  15. Grigorian, Mark / Tavousi, Shayan (2017): Innovations in rocking wall-frame systems-theory and development. Dans: International Journal of Advanced Structural Engineering, v. 9, n. 3 (juillet 2017).

    https://doi.org/10.1007/s40091-017-0165-x

  16. Grigorian, Mark (2014): Performance control for efficient design of double-layer grids under uniform loading. Dans: International Journal of Advanced Structural Engineering, v. 6, n. 1 (janvier 2014).

    https://doi.org/10.1007/s40091-014-0052-7

  17. Grigorian, Mark (2014): On displacement-based plastic design of parallel chord vierendeel girders. Dans: International Journal of Advanced Structural Engineering, v. 6, n. 3 (août 2014).

    https://doi.org/10.1007/s40091-014-0064-3

  18. Grigorian, Mark (2013): On limit state displacements of regular rectangular twistless grids. Dans: International Journal of Steel Structures, v. 13, n. 2 ( 2013).

    https://doi.org/10.1007/s13296-013-2010-9

  19. Grigorian, Mark / Grigorian, Carl E. (2012): Lateral displacements of moment frames at incipient collapse. Dans: Engineering Structures, v. 44 (novembre 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.029

  20. Grigorian, Mark / Moghadam, Abdolreza S. / Mohammadi, Hadiseh (2017): Advances in rocking core-moment frame analysis. Dans: Bulletin of Earthquake Engineering, v. 15, n. 12 (juillet 2017).

    https://doi.org/10.1007/s10518-017-0177-8

  21. Grigorian, Mark / Grigorian, Carl E. (2012): A new performance based design approach for moment resisting frames. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 39, n. 4 (avril 2012).

    https://doi.org/10.1139/l2012-016

  22. Grigorian, Mark / Grigorian, Carl E. (2012): Performance Control: New Elastic-Plastic Design Procedure for Earthquake Resisting Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 6 (juin 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000515

  23. Grigorian, Mark / Grigorian, Carl E. (2018): Sustainable Earthquake-Resisting System. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 2 (février 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0001900

  24. Grigorian, Mark / Grigorian, Carl (2016): The introduction to the structural design of rocking wall-frames with a view to collapse prevention, self-alignment and repairability. Dans: The Structural Design of Tall and Special Buildings, v. 25, n. 2 (10 février 2016).

    https://doi.org/10.1002/tal.1230

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