Sıvılaşma Tetiklenme Analizlerinde Deprem Büyüklüğü Ölçekleme Katsayılarının Performans Esaslı Olarak Belirlenmesi

Date

2016-10-14

Author

Çetin, Kemal Önder

Metadata

Show full item record

Item Usage Stats

156
views

0
downloads

URI

https://hdl.handle.net/11511/78677

Conference Name

Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusal Kongresi, 2016

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

Sıvılasma tetiklenme analizlerinde düşey efektif gerilme etkisinin performans esaslı olarak belirlenmesi Bilge, Habib Tolga; Çetin, Kemal Önder (2014-10-17)
Probabilistic assessment of liquefaction-induced lateral ground deformations Al Bawwab, Wa'el Mohammad Kh; Çetin, Kemal Önder; Department of Civil Engineering (2005) A new reliability-based probabilistic model is developed for the estimation of liquefaction-induced lateral ground spreading, taking into consideration the uncertainties within the model functional form and the descriptive variables as well. The new model is also introduced as performance-based probabilistic engineering tool.
Sıvılaşma tetiklenme analizlerinde düşey efektif gerilmelerin etkisi Bilge, Habib Tolga; Çetin, Kemal Önder (2011-06-03)
Suggestion of a new model for Newtonian thermal analysis of solidification Erbaş, Kadir Can; Karasu, Emine Ayşe; Department of Physics (2013) Newtonian thermal analysis (NTA) of solidification is a widely used tool to understand the solidification kinetics of metals. It depends on cooling curve analysis by using heat equations especially Newton’s law of cooling. Calculation of the latent heat of solidification and solid fraction evolution are one of the primary goals of NTA. Several mathematical models have been proposed in the literature for this purpose. However, there are many discussions on the reliability of these models. In this study, late...
A Statistical study on the harmonized up-to-date Turkish building stock Talas Soylu, Gizem Nur; Ay, Bekir Özer; Department of Building Science in Architecture (2019) In Turkey, where three significant fault lines locate, earthquakes with a magnitude greater than 6.5 happen in every 10 years (Azak et al., 2014). In this sense, to estimate damage on building stock and fatalities accurately, real characteristics of Turkish building stock (TBS) should be known well. Gathering TBS portfolio is previously studied but these studies have focused on relatively smaller areas or have been outdated or both. This study made an comprehensive search on available data sources and detai...

Citation Formats

K. Ö. Çetin, “Sıvılaşma Tetiklenme Analizlerinde Deprem Büyüklüğü Ölçekleme Katsayılarının Performans Esaslı Olarak Belirlenmesi,” presented at the Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusal Kongresi, 2016, Erzurum, Türkiye, 2016, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/78677.