Alireza Eskandarinejad

Assistant Professor
Department of Civil Engineering, Faculty of Engineering
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Resume

  • Zafarani H; Jafarian Y; Eskandarinejad A; Lashgari A; Soghrat MR; Sharafi H; Afraz-e Haji-Saraei M , Seismic hazard analysis and local site effect of the 2017 Mw 7.3 Sarpol-e Zahab, Iran, earthquake , Natural Hazards , (2020) , 103 , 1783–1805
  • Rezazadeh H; Kordjamshidi M; Ahmadi F; Eskandarinejad A, Use of double-glazed window as a photobioreactor for CO2 removal from air , Environmental Engineering Research , (2020) , 26 , -
  • Eskandarinejad A; Zafarani H; Jahanandish M, Comparison of conventional and Monte Carlo simulation-based probabilistic seismic hazard analyses for Shiraz city, southern Iran , Journal of Seismology , (2018) , 22 , 1629–1643
  • Eskandarinejad A, Discussion of “Effect of Site Conditions on Site Amplification Factors and Seismic Design Spectra for Bridges” by Muhammad Tariq A. Chaudhary , KSCE Journal of Civil Engineering , (2018) , 22 , 3988–3989
  • Eskandarinejad A; Zafarani H; Jahanandish M, Local site effect of a clay site in Shiraz based on seismic hazard of Shiraz Plain , Natural Hazards , (2017) , 90 , 1115–1135
  • Eskandarinejad A; Jahanandish M; Zafarani H, Divergence Between Nonlinear and Equivalent-Linear 1D Site Response Analyses for Different Vs Realizations of Typical Clay Sites , Pure and Applied Geophysics , (2017) , 174 , pages3955–3978
  • Eskandarinejad A; Shafiee AH, Pseudo-dynamic analysis of seismic stability of reinforced slopes considering non-associated flow rule , Journal of Central South University , (2011) , 18 , 2091–2099
  • Shafiee AH; Eskandarinejad A; Jahanandish M, Reply to Discussion of the Technical Note ‘‘SeismicPassive Earth Thrust on Retaining Walls with CohesiveBackfills Using Pseudo-Dynamic Approach’’by A.H. Shafiee, A. Eskandarinejad, M. Jahanandish:Geotechnical and Geological Engineering,DOI 10.1007/s10706-010-9327-3 , Geotechnical and Geological Engineering , (2010) , 29 , 127-128
  • Shafiee AH; Eskandarinejad A; Jahanandish M, Seismic passive earth thrust on retaining walls with cohesive backfills using pseudo-dynamic approach , Geotechnical and Geological Engineering , (2010) , 28 , 525–531
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