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Significant seismic anisotropy beneath southern Tibet inferred from splitting of direct S waves
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The use of direct shear waves in quantifying seismic anisotropy: Reference station technique applied on the Northeastern Tibet
38. Sitzung der AG Seismologie, Ruhr-Universitat Bochum, 25 Eylül 2012
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Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete
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Total least squares solution of datum transformations
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Production of special resins for use in polyurethane
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Polimer malzemelerde yüzey pürüzlülüğünün sürtünme kaynaklı gürültü üzerine etkisi
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Mantle deformation patterns beneath southern Tibet using splitting of direct S waves
European Geoscience Union (EGU) General Assembly, 17 Nisan 2016
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Submarine fault scarps in the Sea of Marmara pull-apart (North Anatolian Fault): Implications for seismic hazard in Istanbul
GEOCHEMISTRY GEOPHYSICS GEOSYSTEMS, Vol. 6, Ocak 2005, ISSN: 1525-2027
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Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete
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Effect of surface roughness on friction induced noise in cast polyamide
Inter-Noise 2007, İstanbul/TÜRKİYE, 27 Ağustos 2007, s. 207
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Scandinavia A former Tibet
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The Use of Direct Shear Waves in Quantifying Seismic Anisotropy Exploiting Regional Arrays
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Experimental Investigation of Bond Behavior of Roughened CFRP Bars in High Strength Concrete
16th European Conference on Earthquake Engineering (16ECEE), 18 Haziran 2018
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Experimental Study on Comparison of Cyclic Bond Behavior of Ribbed and Sand-Coated CFRP Bars in High Strength Concrete
10th International Conference on FRP Composites in Civil Engineering, 8 Aralık 2021
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Crustal anisotropy beneath southeastern Tibet inferred from directional dependence of receiver functions
Physics of the Earth and Planetary Interiors, Vol. 331, Ekim 2022, ISSN: 0031-9201
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Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete
SMAR2015, 7 Eylül 2015
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Production of Special Resins for Use in Polyurethane” Poliüretanda Kullanılmak İçin Özel Reçineler Üretim
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Experimental study on comparison of cyclic bond behavior of ribbed and sand-coated CFRP bars in high strength concrete
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