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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. Monzon, Eric V. / Itani, Ahmad M. / Pekcan, Gokhan (2014): Seismic behavior and design of steel girder bridges with integral abutments. Dans: Bridge Structures, v. 10, n. 4 ( 2014).

    https://doi.org/10.3233/brs-150080

  2. Çetin, Gökhan / Fadali, Mohammed S. / Pekcan, Gokhan (2022): Resilient active seismic response control of structural systems. Dans: Advances in Structural Engineering, v. 25, n. 4 (janvier 2022).

    https://doi.org/10.1177/13694332211052351

  3. Ngeljaratan, Luna / Moustafa, Mohamed A. / Pekcan, Gokhan (2021): A compressive sensing method for processing and improving vision‐based target‐tracking signals for structural health monitoring. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 36, n. 9 (14 août 2021).

    https://doi.org/10.1111/mice.12653

  4. Özşahin, Ecem / Pekcan, Gokhan (2021): Assessment of Seismic Demand Due to Torsional Ground Motions on Symmetric Skew Bridges. Dans: Journal of Earthquake Engineering, v. 26, n. 8 (mars 2021).

    https://doi.org/10.1080/13632469.2020.1822224

  5. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (1995): The Seismic Response of a 1:3 Scale Model R.C. Structure with Elastomeric Spring Dampers. Dans: Earthquake Spectra, v. 11, n. 2 (mai 1995).

    https://doi.org/10.1193/1.1585814

  6. Miranda, Eduardo / Mosqueda, Gilberto / Retamales, Rodrigo / Pekcan, Gokhan (2012): Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake. Dans: Earthquake Spectra, v. 28 (juin 2012).

    https://doi.org/10.1193/1.4000032

  7. Özşahin, Ecem / Pekcan, Gokhan (2020): Inelastic seismic response of box-girder bridges due to torsional ground motions. Dans: Engineering Structures, v. 218 (septembre 2020).

    https://doi.org/10.1016/j.engstruct.2020.110831

  8. Poudel, Bikram / Özşahin, Ecem / Pekcan, Gokhan (2020): Effect of Torsional Ground Motions on Floor Acceleration Response in Flexible SMRF Buildings. Dans: Journal of Earthquake Engineering, v. 26, n. 4 (août 2020).

    https://doi.org/10.1080/13632469.2020.1756990

  9. Bas, Elif Ecem / Moustafa, Mohamed A. / Pekcan, Gokhan (2020): Compact Hybrid Simulation System: Validation and Applications for Braced Frames Seismic Testing. Dans: Journal of Earthquake Engineering, v. 26, n. 3 (juin 2020).

    https://doi.org/10.1080/13632469.2020.1733138

  10. Abdel-Mohti, Ahmed / Pekcan, Gokhan (2013): Effect of Skew Angle on Seismic Vulnerability of Rc Box-girder Highway Bridges. Dans: International Journal of Structural Stability and Dynamics, v. 13, n. 6 (juillet 2013).

    https://doi.org/10.1142/s0219455413500132

  11. Soroushian, Siavash / Maragakis, Manos / Itani, Ahmad / Pekcan, Gokhan / Zaghi, Arash E. (2011): Design of a Test-Bed Structure for Shake Table Simulation of the Seismic Performance of Nonstructural Systems. Présenté pendant: Structures Congress 2011, Las Vegas, Nevada, April 14-16, 2011.

    https://doi.org/10.1061/41171(401)106

  12. Abdel-Mohti, Ahmed / Pekcan, Gokhan (2008): Seismic response of skewed RC box-girder bridges. Dans: Earthquake Engineering and Engineering Vibration, v. 7, n. 4 (décembre 2008).

    https://doi.org/10.1007/s11803-008-1007-4

  13. Soroushian, Siavash / Maragakis, E. Manos / Zaghi, Arash E. / Rahmanishamsi, Esmaeel / Itani, Ahmad M. / Pekcan, Gokhan (2016): Response of a 2-story test-bed structure for the seismic evaluation of nonstructural systems. Dans: Earthquake Engineering and Engineering Vibration, v. 15, n. 1 (mars 2016).

    https://doi.org/10.1007/s11803-016-0302-8

  14. Salem, Mohamed / Pekcan, Gokhan / Itani, Ahmad (2019): Seismic Design and Response of Framed Structures with Stiffening Bracing Systems. Dans: Journal of Earthquake Engineering, v. 23, n. 4 ( 2019).

    https://doi.org/10.1080/13632469.2017.1326418

  15. Özşahin, Ecem / Pekcan, Gokhan (2019): Effect of torsional ground motion on the seismic response of highway bridges. Dans: Bulletin of Earthquake Engineering, v. 17, n. 4 (janvier 2019).

    https://doi.org/10.1007/s10518-018-00550-8

  16. Carden, Lyle P. / Pekcan, Gokhan / Itani, Ahmad M. (2007): Flange and web limit states in beams subjected to patch loading. Dans: Journal of Constructional Steel Research, v. 63, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.jcsr.2006.03.005

  17. Pekcan, Gokhan / Linke, Christin / Itani, Ahmad (2009): Damage avoidance design of special truss moment frames with energy dissipating devices. Dans: Journal of Constructional Steel Research, v. 65, n. 6 (juin 2009).

    https://doi.org/10.1016/j.jcsr.2008.08.012

  18. Pekcan, Gokhan / Itani, Ahmad M. / Linke, Christin (2014): Enhancing seismic resilience using truss girder frame systems with supplemental devices. Dans: Journal of Constructional Steel Research, v. 94 (mars 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.016

  19. Amirihormozaki, Ebrahim / Pekcan, Gokhan / Itani, Ahmad (2015): Analytical Modeling of Horizontally Curved Steel Girder Highway Bridges for Seismic Analysis. Dans: Journal of Earthquake Engineering, v. 19, n. 2 ( 2015).

    https://doi.org/10.1080/13632469.2014.962667

  20. Sarraf Shirazi, Reihaneh / Pekcan, Gokhan / Itani, Ahmad (2018): Analytical Fragility Curves for a Class of Horizontally Curved Box-Girder Bridges. Dans: Journal of Earthquake Engineering, v. 22, n. 5 ( 2018).

    https://doi.org/10.1080/13632469.2016.1264325

  21. Khodabandehlou, Hamid / Pekcan, Gokhan / Sami Fadali, M. / Salem, Mohamed M. A. (2018): Active neural predictive control of seismically isolated structures. Dans: Structural Control and Health Monitoring, v. 25, n. 1 (janvier 2018).

    https://doi.org/10.1002/stc.2061

  22. Khodabandehlou, Hamid / Pekcan, Gokhan / Sami Fadali, M. / Salem, Mohamed M. A. (2018): Active neural predictive control of seismically isolated structures. Dans: Structural Control and Health Monitoring, v. 25, n. 7 (juillet 2018).

    https://doi.org/10.1002/stc.2201

  23. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (1999): Fundamental considerations for the design of non-linear viscous dampers. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 11 (novembre 1999).

    https://doi.org/10.1002/(sici)1096-9845(199911)28:11<1405::aid-eqe875>3.0.co;2-a

  24. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (1999): Fundamental considerations for the design of non‐linear viscous dampers. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 11 (novembre 1999).

    https://doi.org/10.1002/(sici)1096-9845(199911)28:11<1405::aid-eqe875>3.3.co;2-1

  25. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (2002): Seismic Retrofit of Steel Deck-Truss Bridges: Experimental Investigation. Dans: Advances in Structural Engineering, v. 5, n. 3 (août 2002).

    https://doi.org/10.1260/136943302760228121

  26. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (2000): Experiments on Steel MRF Building with Supplemental Tendon System. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 4 (avril 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:4(437)

  27. Pekcan, Gokhan / Mander, John B. / Chen, Stuart S. (2000): Balancing Lateral Loads Using Tendon-Based Supplemental Damping System. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 8 (août 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:8(896)

  28. Zaghi, Arash E. / Soroushian, Siavash / Itani, Ahmad / Maragakis, E. Manos / Pekcan, Gokhan / Mehrraoufi, Masoud (2014): Impact of column-to-beam strength ratio on the seismic response of steel MRFs. Dans: Bulletin of Earthquake Engineering, v. 13, n. 2 (mai 2014).

    https://doi.org/10.1007/s10518-014-9634-9

  29. Ajrab, Jack J. / Pekcan, Gokhan / Mander, John B. (2004): Rocking Wall–Frame Structures with Supplemental Tendon Systems. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 6 (juin 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:6(895)

  30. Pekcan, Gokhan / Itani, Ahmad / Carden, Lyle (2006): Design of bridge falsework for gravity loads. Dans: Bridge Structures, v. 2, n. 3 (septembre 2006).

    https://doi.org/10.1080/15732480600765124

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