Statistical evaluation of concrete rebars from eight cities in Turkey

Download
090655.pdf
1999
Kutluay, Tolga
Show full item record
137
views
0
downloads
https://hdl.handle.net/11511/2763
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Statistical analysis of electricity energy consumption with respect to provinces in Turkey
Çakmak, Mehmet; Yozgatlıgil, Ceylan; İlk Dağ, Özlem; Department of Statistics (2014)
In recent years, the economic developments in Turkey, rapid increase in population and industrialization and such factors have led to an increment in the demand for electricity in Turkey. Therefore; the accurate estimation of electricity consumption will be important in determining the country's energy strategy. The purpose of this study is to forecast the future electricity energy consumption by acquiring the most consistent and accurate forecast models of the provinces in Turkey by using the fixed effects...
Statistical modeling of hourly electricity load series in Turkey
Özpala, Pınar; Gaygısız Lajunen, Esma; Department of Economics (2013)
This study investigates Heterogeneous Double Seasonal ARIMA model, Heterogeneous Periodic AR model and a nonlinear model of Multiple Regime Logistic STAR model by application of hourly electricity load data between years 2006-2007 in Turkey. Forecast results suggest that Heterogeneous Double Seasonal ARIMA model is the best among three methods forecasting up to one day.
Statistical analyses of the earthquake occurences along the north analtolian fault.
Öner, Semra; Department of Engineering Sciences (1979)
Statistical evaluation of geotechnical parameters of Elbistan-Afsin thermal power plant area.
Demireli, Omer Faruk; Department of Civil Engineering (1975)
Statistical evaluation of the damage potential of earthquake ground motions
Sucuoğlu, Haluk; Gezer, A; Erberik, Murat Altuğ (1998-01-01)
This study focuses on the damage potential of earthquake ground motions based on the inelastic dynamic response of equivalent single degree of freedom structures. Their yield resistances are selected in accordance with seismic design codes. An index accounting for the accumulation of damage due to inelastic excursions is used to represent structural damage. A set of 94 ground motions are employed for this analysis, which are all scaled to the same peak ground acceleration of 0.4 g. Earthquake ground motions...
Citation Formats
T. Kutluay, “Statistical evaluation of concrete rebars from eight cities in Turkey,” Middle East Technical University, 1999.
METU IIS - Integrated Information Service open@metu.edu.tr