TY  - JOUR
T1  - Ankara çevresi için Arias şiddetinin incelenmesi
TT  - Investigation of Arias intensity for Ankara and surroundings
AU  - Ulamış, Koray
PY  - 2019
DA  - November
JF  - Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
PB  - Pamukkale Üniversitesi
WT  - DergiPark
SN  - 2147-5881
SP  - 768
EP  - 774
VL  - 25
IS  - 6
LA  - tr
AB  - Kuvvetliyer hareketi incelemelerinde genlik, en büyük yatay yer ivmesi ile spektralparametreler sismik açıdan tehlikeli alanlarda yapı dizaynında kullanılan temelbileşenlerdir. Bu çalışmada, bir çok aktif fayın kesişme noktasında yer alanAnkara çevresindeki ivme kayıtları derlenerek, sıvılaşma ve sismik şevduraylılığında da kullanılan Arias şiddetinin değişimi incelenmiştir. Büyüklüğü4.0’den büyük olan deprem kayıtları incelenerek, özellikle odak noktası Ankaraşehir merkezine en yakın olan 27 Aralık 2007 Bala depremi kayıtları dikkatealınmıştır. Bu depremin ana şoku Ankara ilinin batısında, yeni yerleşimlerinbulunduğu yerlerde yoğun şekilde hissedilmiştir. Ayrıca; Afyon-Dinar (1995) ileÇay (2002) depremleri, Düzce (12 Kasım 1999) depremi, Çankırı-Orta (2002)depremi ve Eskişehir’ de 2014 ve 2015 yıllarında kaydedilmiş olan iki adetdeprem incelenerek çalışmanın kapsamına alınmıştır. Kuvvetli yer hareketiincelemelerinde, özellikle depremin toplam süresi ve frekans içeriğinin dikkatealındığı Arias şiddetinin kayıtçılardaki zamana bağlı değişimi hesaplanarakenerji boşalım süreleri belirlenmiştir. Kaya ve zemin için geliştirileneşitliklerin farklı fay türlerine göre gerilme azaltma değerleri de değerlendirilerek,Ankara ve yakın çevresi için dizayn Arias şiddeti belirlenmiştir. Ankara’ya 50km ve 100 km mesafede oluşacak bir depremde en yüksek Arias şiddeti 0.2 m/s ve0.1 m/s elde edilmiştir. Elde edilen değerlerin sıvılaşma ve sismik şev duraylılığıçalışmalarında kullanılması için daha detaylı çalışmalar yapılmalıdır.
KW  - Deprem
KW  - Arias şiddeti
KW  - Azalım
KW  - Ankara
N2  - Theamplitude, peak ground acceleration and spectral ordinates are the maincomponents of strong ground motion investigation for design within seismicregions. In this study, variation of Arias intensity as used for liquefactionand seismic slope stability was extracted from the acceleration records for thecity of Ankara, whicih is located at the conjunction of several active faults.The study included the earthquake records with magnitudes greater than 4.0 withparticular emphasis on December 27th 2007 Bala earthquake, since theepicenter of such earthquake is closest to Ankara. The mainshock of Balaearthquake was felt strongly around western Ankara, especially nearby newresidential areas. Earthquakes of Afyon-Dinar (1995), Çay (2002), Düzce(November 12 1999), Çankırı-Orta (2002) and two earthquakes recorded at 2014and 2015 within Eskişehir city were also included. Arias intensity includes thetotal duration and frequency content of earthquake when compared to peak groundacceleration. The variation of Arias intensity was calculated in order todetermine the main energy release durations. Attenuation of Arias intensity wasobtained based on the distance between the study area and recorder stations.The design Arias intensity value for central Ankara was attained including thestress drop for different fault types for rock and soil conditions. Peak AriasIntensities for 50 km and 100 km around Ankara are 0.2 m/s and 0.1 m/s. More detailedstudies should be implemented to employ such values for liquefaction andseismic slope stability.
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UR  - http://dergipark.org.tr/tr/pub/pajes/issue//650604
L1  - http://dergipark.org.tr/tr/download/article-file/861427
ER  -