Pelin Özener 
- (2024): Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence. In: Soil Dynamics and Earthquake Engineering, v. 178 (März 2024).
- (2023): Examining the Role of Liquefiable Layer Thickness and Depth on the Seismic Lateral Response of Piles through Numerical Analyses. In: International Journal of Geomechanics, v. 23, n. 5 (Mai 2023).
- (2022): Effect of shear strain compatibility and incompatibility approaches in the design of high modulus columns against liquefaction: A case study in Christchurch, New Zealand. In: Bulletin of Earthquake Engineering, v. 20, n. 11 (Juni 2022).
- (2019): Numerical investigation of seismic performance of high modulus columns under earthquake loading. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 4 (Oktober 2019).
- (2021): Depolanmış Tarama Çamurlarının Sıkışabilirlik ve Mukavemet Davranışının Laboratuvar ve Arazi Deneyleri ile İncelenmesi. In: Teknik Dergi, v. 32, n. 1 (Januar 2021).
- (2019): Sıvılaşmanın UBC3D-PLM Model ile Tahmin Edilmesi: Santrifüj Deneyi Örneği. In: Teknik Dergi, v. 30, n. 5 (September 2019).
- (2012): Estimation of residual shear strength ratios of liquefied soil deposits from shear wave velocity. In: Earthquake Engineering and Engineering Vibration, v. 11, n. 4 (Dezember 2012).
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