-
Tzimas, Angelos S. / Skalomenos, Konstantinos A. / Beskos, Dimitri E. (2021): A Damage‐Controlled Behavior Factor (EC8) for Seismic Design of Steel Irregular Space MRFs. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1518
-
Zhou, Ying / Aguaguiña, Mario / Beskos, Dimitri E. / Gong, Shunming (2021): A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers. Dans: Bulletin of Earthquake Engineering, v. 19, n. 11 (juin 2021).
https://doi.org/10.1007/s10518-021-01135-8
-
Pian, Chao / Muho, Edmond V. / Qian, Jiang / Beskos, Dimitri E. (2020): A Hybrid Force/Displacement Seismic Design Method for Reinforced Concrete Infilled-MRFs and Wall-Frame Dual Systems. Dans: Journal of Earthquake Engineering, v. 26, n. 6 (novembre 2020).
https://doi.org/10.1080/13632469.2020.1785358
-
Muho, Edmond V. / Qian, Jiang / Beskos, Dimitri E. (2020): A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures. Dans: Bulletin of Earthquake Engineering, v. 18, n. 9 (mai 2020).
https://doi.org/10.1007/s10518-020-00857-5
-
Tzimas, Angelos S. / Skalomenos, Konstantinos A. / Beskos, Dimitri E. (2020): A Hybrid Seismic Design Method for Steel Irregular Space Moment Resisting Frames. Dans: Journal of Earthquake Engineering, v. 26, n. 4 (août 2020).
https://doi.org/10.1080/13632469.2020.1733140
-
Vgenopoulou, Irene / Beskos, Dimitri E. (1992): Dynamics of Saturated Rocks. IV: Column and Borehole Problems. Dans: Journal of Engineering Mechanics (ASCE), v. 118, n. 9 (septembre 1992).
https://doi.org/10.1061/(asce)0733-9399(1992)118:9(1795)
-
Cheng, Alexander H.‐D. / Badmus, Taoreed / Beskos, Dimitri E. (1991): Integral Equation for Dynamic Poroelasticity in Frequency Domain with BEM Solution. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 5 (mai 1991).
https://doi.org/10.1061/(asce)0733-9399(1991)117:5(1136)
-
Beskos, Dimitri E. / Vgenopoulou, Irene / Providakis, Constantine P. (1989): Dynamics of Saturated Rocks. II: Body Waves. Dans: Journal of Engineering Mechanics (ASCE), v. 115, n. 5 (mai 1989).
https://doi.org/10.1061/(asce)0733-9399(1989)115:5(996)
-
Beskos, Dimitri E. (1989): Dynamics of Saturated Rocks. I: Equations of Motion. Dans: Journal of Engineering Mechanics (ASCE), v. 115, n. 5 (mai 1989).
https://doi.org/10.1061/(asce)0733-9399(1989)115:5(982)
-
Beskos, Dimitri E. / Papadakis, Constantine N. / Woo, Hyo Seop (1989): Dynamics of Saturated Rocks. III: Rayleigh Waves. Dans: Journal of Engineering Mechanics (ASCE), v. 115, n. 5 (mai 1989).
https://doi.org/10.1061/(asce)0733-9399(1989)115:5(1017)
-
Papagiannopoulos, George A. / Beskos, Dimitri E. (2011): Modal strength reduction factors for seismic design of plane steel frames. Dans: Earthquakes and Structures, v. 2, n. 1 (mars 2011).
https://doi.org/10.12989/eas.2011.2.1.065
-
Muho, Edmond V. / Papagiannopoulos, George A. / Beskos, Dimitri E. (2020): Deformation dependent equivalent modal damping ratios for the performance-based seismic design of plane R/C structures. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020).
https://doi.org/10.1016/j.soildyn.2018.08.026
-
Pian, Chao / Qian, Jiang / Muho, Edmond V. / Beskos, Dimitri E. (2020): A hybrid force/displacement seismic design method for reinforced concrete moment resisting frames. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020).
https://doi.org/10.1016/j.soildyn.2018.09.002
-
Muho, Edmond V. / Qian, Jiang / Beskos, Dimitri E. (2020): Modal behavior factors for the performance-based seismic design of R/C wall-frame dual systems and infilled-MRFs. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020).
https://doi.org/10.1016/j.soildyn.2019.02.016
-
Yue, Jianguang / Qian, Jiang / Beskos, Dimitri E. (2016): A generalized multi-level seismic damage model for RC framed structures. Dans: Soil Dynamics and Earthquake Engineering, v. 80 (janvier 2016).
https://doi.org/10.1016/j.soildyn.2015.10.005
-
Papagiannopoulos, George A. / Hatzigeorgiou, George D. / Beskos, Dimitri E. (2012): An assessment of seismic hazard and risk in the islands of Cephalonia and Ithaca, Greece. Dans: Soil Dynamics and Earthquake Engineering, v. 32 (janvier 2012).
https://doi.org/10.1016/j.soildyn.2011.08.001
-
Skalomenos, Konstantinos A. / Hatzigeorgiou, George D. / Beskos, Dimitri E. (2015): Application of the hybrid force/displacement (HFD) seismic design method to composite steel/concrete plane frames. Dans: Journal of Constructional Steel Research, v. 115 (décembre 2015).
https://doi.org/10.1016/j.jcsr.2015.08.007
-
Kalapodis, Nicos A. / Papagiannopoulos, George A. / Beskos, Dimitri E. (2018): Modal strength reduction factors for seismic design of plane steel braced frames. Dans: Journal of Constructional Steel Research, v. 147 (août 2018).
https://doi.org/10.1016/j.jcsr.2018.05.004
-
Karavasilis, Theodore L. / Bazeos, Nikitas / Beskos, Dimitri E. (2007): Behavior Factor for Performance-Based Seismic Design of Plane Steel Moment Resisting Frames. Dans: Journal of Earthquake Engineering, v. 11, n. 4 ( 2007).
https://doi.org/10.1080/13632460601031284
-
Asimakopoulos, Aristidis V. / Karabalis, Dimitris L. / Beskos, Dimitri E. (2007): Inclusion ofP–Δ effect in displacement-based seismic design of steel moment resisting frames. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 14 (novembre 2007).
https://doi.org/10.1002/eqe.723
-
Karavasilis, Theodore L. / Bazeos, Nikitas / Beskos, Dimitri E. (2007): Estimation of seismic drift and ductility demands in planar regular X-braced steel frames. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 15 (décembre 2007).
https://doi.org/10.1002/eqe.728
-
Hatzigeorgiou, George D. / Beskos, Dimitri E. (2009): Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes. Dans: Engineering Structures, v. 31, n. 11 (novembre 2009).
https://doi.org/10.1016/j.engstruct.2009.07.002
-
Hatzigeorgiou, George D. / Papagiannopoulos, George A. / Beskos, Dimitri E. (2011): Evaluation of maximum seismic displacements of SDOF systems from their residual deformation. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011).
https://doi.org/10.1016/j.engstruct.2011.07.006
-
Serras, Dionisios N. / Skalomenos, Konstantinos A. / Hatzigeorgiou, George D. / Beskos, Dimitri E. (2017): Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response. Dans: Bulletin of Earthquake Engineering, v. 15, n. 12 (juillet 2017).
https://doi.org/10.1007/s10518-017-0186-7
-
Hatzigeorgiou, George D. / Beskos, Dimitri E. (2007): Direct Damage-Controlled Design of Concrete Structures. Dans: Journal of Structural Engineering (ASCE), v. 133, n. 2 (février 2007).
https://doi.org/10.1061/(asce)0733-9445(2007)133:2(205)
-
Serras, Dionisios N. / Skalomenos, Konstantinos A. / Hatzigeorgiou, George D. / Beskos, Dimitri E. (2016): Modeling of circular concrete-filled steel tubes subjected to cyclic lateral loading. Dans: Structures, v. 8 (novembre 2016).
https://doi.org/10.1016/j.istruc.2016.08.008
-
Loulelis, Dimitris G. / Papagiannopoulos, George A. / Beskos, Dimitri E. (2018): Modal strength reduction factors for seismic design of steel moment resisting frames. Dans: Engineering Structures, v. 154 (janvier 2018).
https://doi.org/10.1016/j.engstruct.2017.10.071
-
Karavasilis, Theodore L. / Makris, Nicos / Bazeos, Nikitas / Beskos, Dimitri E. (2010): Dimensional Response Analysis of Multistory Regular Steel MRF Subjected to Pulselike Earthquake Ground Motions. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 8 (août 2010).
https://doi.org/10.1061/(asce)st.1943-541x.0000193
-
Loulelis, Dimitris G. / Papagiannopoulos, George A. / Beskos, Dimitri E. (2017): 13.15: Seismic design of steel moment resisting frames: Modal strength reduction factors including strength deterioration and panel zone effects. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
https://doi.org/10.1002/cepa.438
-
Skalomenos, Konstantinos A. / Hatzigeorgiou, George D. / Beskos, Dimitri E. (2015): Modeling level selection for seismic analysis of concrete-filled steel tube/moment-resisting frames by using fragility curves. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 2 (février 2015).
https://doi.org/10.1002/eqe.2465