Assist. Prof. Hadi KHANBABAZADEH
Civil Engineering

Hadi KHANBABAZADEH
Phone
+90 (262) 00000
Email
hk.babazadehgtu.edu.tr
Office
, Civil engineering division\ Room No:Z35
Areas of interest
Soil Dynamics, Soil-Structure Interaction, Geotechnical Earthquake Engineering, Pipeline-Fault Interaction,Site Effect, FLAC3D, PLAXIS

Uluslar arası hakemli dergilerde yayınlanan makaleler

1. Khanbabazadeh H, Nonlinearity effect on the dynamic behavior of the clayey basin edge, Geomechanics and Engineering, 2024, Vol 36(4): 367-380. https://doi.org/10.12989/gae.2024.36.4.367

2. Mert A.C., Yazıcı G., Khanbabazadeh H., Hazard Curves for Reliability Assessment of Strip Footings on Spatially Varying Cohesive Soils, 2023, 749: 1-28. https://doi.org/10.18400/tjce.1340360

3. Khanbabazadeh H and Mert A.C., Response of steel pipeline crossing strike slip fault in clayey soils by nonlinear analysis method, . Geomechanics and Engineering, 2023, Vol 34(4): 409-424. https://doi.org/10.12989/gae.2023.34.4.409.

4. Khanbabazadeh H, İYİSAN RECEP, ÖZASLAN BİLAL (2022). Seismic behavior of the shallow clayey basins subjected to obliquely incident wave. Geomechanics and Engineering, 2022, Vol 31(2): 183-195. https://doi.org/10.12989/gae.2022.31.2.183

5. Khanbabazadeh H, IYISAN R,ÖZASLAN B; 2D Seismic Response of Shallow Sandy Basins Subjected to Obliquely Incident Waves; Soil Dynamics and Earthquake Engineering; 2022,Vol 153: 107080. doi.org/10.1016/j.soildyn.2021.107080

6. ÖZASLAN B, IYISAN R, HASAL EM, KhanbabazadehH, Hiroaki YAMANAKA; Assessment of the Design Spectrum with Aggravation Factors by 2D Nonlinear Numerical Analyses: A Case Study in Gemlik Basin, Turkey; Bulletin of Earthquake Engineering; 2022, Vol 20:1371-1395. https://doi.org/10.1007/s10518-021-01296-6

7. AKBAŞ M, ÖZASLAN B, Khanbabazadeh H,İYİSAN R. "Numerical study using stiffness parameters on the nonlinear behavior of RCA pavements under heavy traffic loads" ,Transportation Geotechnics, 2021,Vol 9: 100582. https://doi.org/10.1016/j.trgeo.2021.100582

8 .B.Özaslan, M.Haşal;H. Khanbabazadeh H,M. Akbaş, Recep Iyisan,Dynamic Response Analysis of Trapezoidal Basins by Numerical Models;2020 IOP Conf. Ser.: Mater. Sci. Eng. 960 042048
(2020).Doi:10.1088/1757-899X/960/4/042048.

9. Khanbabazadeh H;A. Zulfikar, A.Yesilyurt, Basin edge effect on industrial structures damage pattern at clayey basins, Geom. and Eng. Vol: 23 (No:6) 2020. 575-585

10. Khanbabazadeh H, M.E. Hasal,R. Iyisan, "2D seismic response of the Duzce Basin, TURKEY", Soil Dynamics and Earthquake Engineering, 2019doi.org/10.1016/j.soildyn.2019.105754.

11. Khanbabazadeh H, R. Iyisan,A.Ansal, C. Zulfikar “Nonlinear dynamic behavior of the basins with 2D bedrock”. Soil Dynamics and Earthquake Engineering, 2018, DOI: 10.1016/j.soildyn.2018.01.011.

12. Khanbabazadeh H, R. Iyisan, A. Ansal, M. E. Hasal, “2D Nonlinear Seismic Response of the Dinar Basin,Turkey”.Soil Dynamics and Earthquake Engineering, 2016, DOI:10.1016/j.soildyn.2016.07.021

13. Khanbabazadeh H, Iyisan R, “A numerical study on the 2D behavior of the single and layered clayey basins”. Bulletin of the earthquake engineering, 2014, Vol(12), Issue 4, 1515-1536

14. Khanbabazadeh H, Iyisan R, “A numerical study on the 2D behavior of the clayey basins”. Soil Dynamics and Earthquake Engineering, 2014 DOI:10.1016/j.soildyn.2014.06.029

15. Iyisan R, Khanbabazadeh H, “A numerical study on the basin edge effect on soil amplification”. Bulletin of the earthquake engineering, 2013, Vol (11) 1305-1323

16. Khanbabazadeh H, Janalizadeh A. “Investigation of the site effect on strong ground motions by elastoplastic constitutive model”. EJGE, 2006, volume 11, bundle A

Ulusal hakemli dergilerde yayınlanan makaleler

1, Khanbabazadeh H, Yumuşak Kil zeminlerde Basınçlı ve Basınçsız Gömülü Çelik Boruların Davranışının Karşılaştırılması, DUJE (Dicle University Journal of Engineering) 14:1 (2023) Sayfa 191-196. Doi: 10.24012/dumf.1217395.

2, AKBAŞ M, ÖZASLAN B, Khanbabazadeh H,İYİSAN R. “Esnek Yol Kaplama Tabakalarında Kullanılan Geri Dönüştürülmüş Beton Agregalarının Ağır Trafik Yükleri Altında Doğrusal Olmayan Davranışının Deneysel ve Sayısal İncelenmesi”, Dergi park; BEU Journal of Science, 10 (1), 217-234, 2021,Doi.org/10.17798/bitlisfen.832609

Uluslar arası bilimsel toplantılarda sunulan ve bildiri kitabında (Proceeding) basılan bildiriler

1. Aslı Nur Karahan, Khanbabazadeh H, Effect Of Sıngle And Twın – Lıned Tunnels In Clayey Soıl On Surface Motıons, IV. Baskent Internatıonal Conference On Multıdıscıplınary Studıes, 4-6 August, 2023,
Ankara, Turkey.

2. Selma Nur BAYIR, Hadi Khanbabazadeh H,2D Analysıs Of Structure-Pıle-Soıl Behavıors Of Hıgh-Rıse Buıldıngs On Dıfferent Soıl Classes;8th International ZEUGMA Conference On Scıentıfıc Research. July15-17, 2022 Gaziantep, Turkey

3. Tekin E; Khanbabazadeh H, Behavior of the buried steel pipeline in clay soil crossing strike-slip
faulturkey; 6ICEES, 13-15 October 2021, Kocaeli, Turkey

4. Khanbabazadeh H R. Iyisan,M.E. Hasal and C. Zulfikar, "Basin edge effect at Turkish basins: the case study of Dinar and Duzce basins", 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering M. Papadrakakis, M. Fragiadakis (eds.) Crete, Greece, 24–26 June 2019( COMPDYN 2019).

5. Hasal M E, Iyisan R,; Khanbabazadeh H, Bayin A, Cevikbilen G,; Kepceoglu O, “A Preliminary Seismic Microzonation Study Based on Microtremor Measurements”. International Conference on Earthquake Engineering, 29-31 May 2013 – Skopje, Macedonia.

Ulusal bilimsel toplantılarda sunulan bildiri kitabında basılan bildiriler

1. Khanbabazadeh H, Moghimi S,Dehghanian K; Soft Soil Effect on the Formation of Impulsive Signals in Earthquake Ground Motions; 9th Turkish Conference on Earthquake Engineering,1-3 June 2020, ITU, Istanbul, Turkey

2. Khanbabazadeh H R. Iyisan, M. E. Hasal, “The effect of the bedrock slope on the two dimensional behavior of the clayey basins”. 8th Nat. Conf. on Earthquake Eng., 11May-14 May 2015,Istanbul, Turkey.(In Turkish)

3. Poorpak H, Khanbabazadeh H, Janalizadeh A. “Parametric investigation of the site effect on strong ground motions”. Proceeding of 2nd National Congress of Civil Eng, Iran science andTechnology University, pp 27-36, 2005.(in Persian)

Ph.D. Thesis

  • 1. Hazard Curves for Reliability Assessment of Strip Footings on Spatially Varying Cohesive Soils,(Ahmet Can Mert) 2023-İstanbul Kültür university-

Master Thesis

  • 1. Effect Of The Shallow Lıned Tunnels On The Soft Soıl Amplıfıcatıon,(Aslı Nur Karahan) 2024- Gebze Technichal University
  • 2. L tipi rıhtım yapılarının kritik boyutlarının 2008 ve 2020 yılı kıyı ve liman yapıları ulusal
    tasarım esaslarına göre incelenmesi;(Sinan Özünal) 2023- Gebze Technichal University
  • Third Cycle (Doctoral): Istanbul Technical University, Civil Engineering Faculty, Soil mechanics and Foudation Engineeringö Turkey. 2014.
    "Effect of the Bedrock Slope on Soil Amplification"
  • Second Cycle (Master's): Mazandaran University, Technical and Engineering Faculty, Soil mechanics and Foudation Engineering, Iran. 2005
    "Investigation of the site effect on strong ground motions by elastoplastic constitutive model"
  • First Cycle (Undergraduate): Urmia University, Civil Engineering Faculty, (West Azerbaycan)Iran, 2002
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