Pertek (Tunceli̇) Dolayinin Üst Kretase-Tersi̇yer Jeoloji̇si̇/Strati̇grafi̇si̇

Herece, Erdal i.; Acar, Şükrü

doi:10.19076/mta.96271

Cited by 6 publications

(4 citation statements)

References 5 publications

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“…The region was under the influence of compression stress in the north-northeast direction during the Alpine Orogeny period (Tatar, 1987). A fault map showing lateral continuity in the topography was drawn around Pertek, and the findings showed that the Pertek fault is located in the compression zone between Erzincan, Karlıova, and Elazığ, which is bounded by the NAFZ in the north and the EAFZ in the east (Herece and Acar, 2016). The fault extends in the south-east and north-west directions, with a length of 40 km, the southeast extension of the fault is damped under the Keban Dam Lake, and the northwest extension is extended along the Kinzir stream in the northwest of Gökçe district (Figure 10).…”

Section: Site Descriptionmentioning

confidence: 99%

Soil-structure interaction analysis of Çelebiağa Mosque, Pertek-Türkiye

Yıldız

Doğan²

2022

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After the construction of the Keban Dam, some settlements with historical, cultural, and natural value were flooded. A scientific committee consisting of academicians and public authorities decided to the relocation of the buildings including the historical Çelebiağa Mosque. In this study, the seismic soil-structure interaction analysis of the historical Çelebiağa Mosque, which was dismantled and reconstructed in a separate region due to the construction of the Keban Dam was carried out. The analysis of the masonry mosque was performed with the SAP2000 finite element analysis software. The Winkler foundation model was used to idealize the soil environment on which the historical mosque was built. The effects of soil-structure interaction on historical masonry mosque were examined in terms of transmitted acceleration, response spectra, and lateral displacement at various heights of the structure. Depending on the results of the analysis, the effects of soil-structure interaction of a reconstructed historical masonry building were investigated. PGA was obtained as 0.51g at the flag level of the minaret under the Kocaeli earthquake and 0.94g under the Sivrice earthquake. Again, the maximum horizontal displacements of the minaret at the flag level were obtained as 11 cm and 8.5 cm under the Kocaeli and Sivrice earthquakes. The behavior of historical masonry structures under earthquake loads has been interpreted by considering the geological conditions.

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Section: Site Descriptionmentioning

confidence: 99%

Soil-structure interaction analysis of Çelebiağa Mosque, Pertek-Türkiye

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Doğan²

2022

rdlc

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“…2019 (Granit & Şener, 1986;Karvar, 2019). Tersiyer'in başında kırıntılı çökeller, Miyosen'de başlayan volkanizma ile volkanosedimanter özellikteki birimler çökelmiştir (Afshar, 1965;Tonbul & Özdemir, 1993;Herece & Acar, 2016). Pliyosen döneminde bölgede bir yükselme olmuş (Afshar, 1965) ve aynı dönemde Mazgirt çevresinde gelişen volkanizmanın ürünü olarak bazaltik kayaçlar gelişmiştir (Tonbul & Özdemir, 1993).…”

Section: Yerleşmelerinunclassified

Jeomorfolojik Özelliklerin Tunceli Şehrinin Gelişimine Etkileri

Esen

2021

Jeomorfolojik Araştırmalar Dergisi

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Bu çalışma, Türkiye’nin Doğu Anadolu Bölgesi’nde bulunan Tunceli ilinin aynı adı taşıyan şehir yerleşmesinin kuruluşu, mekânsal ve zamansal gelişiminde jeomorfolojik özelliklerin etkilerinin belirlenebilmesi amacıyla hazırlanmıştır. Bu amaç doğrultusunda şehir yerleşim alanının mekânsal gelişimine etki eden jeomorfolojik faktörler (jeolojik birimler, eğim, yükselti, bakı) değerlendirilmiş ve haritalandırılmıştır. Daha sonra 1984, 2000 ve 2020 yıllarına ait şehir yerleşim alanı ile faktör haritaları çakıştırılmış, elde edilen sonuçlar zonal, korelasyon ve regresyon analizine tabi tutularak aralarındaki ilişki açıklanmıştır. Zonal analiz ile şehir yerleşmesinin jeomorfolojik faktörlerin alt kriterlerine göre dağılışı tespit edilmiş ve sınırları belirgin olarak çizilmiştir. Korelasyon analizi ile şehir yerleşim alanı ve jeomorfolojik faktörler arasındaki ilişkinin yönü ve şiddeti tespit edilmiştir. Son olarak regresyon analizi ile her bir jeomorfolojik faktörün şehir yerleşmesinin dağılışı üzerindeki etki oranı ve yıllar içerisindeki değişimi belirlenmiştir. Sonuç olarak, şehir yerleşim alanı 1984 yılında 950,01-1000 m yükselti basamağında, 0-10⁰ eğim grubunda, GD yöne bakan alçak plato alanlarında yoğunlaşmıştır. 2000 yılında 900,01-950 m yükselti basamağında, 0-10⁰ eğim grubunda, GD yöne bakan alçak plato alanlarında yoğunlaşmıştır. 2020 yılında ise 900,01-950 m yükselti basamağında, 0-10⁰ eğim grubunda, GD yöne bakan taraçalarda yoğunlaşmıştır. Her üç analiz sonucuna göre: Tunceli şehir yerleşim alanı ile eğim arasında çok kuvvetli, jeomorfolojik birimler ile kuvvetli, bakı ile orta, yükselti ile zayıf bir ilişki tespit edilmiştir. Şehirde bundan sonra yapılacak kentsel arazi kullanım plan ve projelerinin tamamında jeomorfolojik faktörlerin neden olduğu kısıtların dikkate alınması önem arz etmektedir.

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“…The NAFZ is an 1100 km long right-sided and strike-slip active fault line, starting from Karlıova in the east and extending to the Biga Peninsula and Saros Bay in the west, with a length of approximately 1200 km and intersecting the north of Turkey. [31][32][33][34] As a result of the researches carried out in recent years, a fault with a lateral continuity in the topography has been mapped around Pertek [35]. The findings suggest that the Pertek fault is located in the compression zone between Erzincan, Karlıova, and Elazığ, bounded by the NAFZ to the north and the EAFZ to the east.…”

Section: Seismicity and Local Soil Conditionsmentioning

confidence: 99%

Seismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosque

Yıldız

Dogan

YAMAK

2021

International Journal of Innovative Engineering Applications

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Original scientific paperIn existing buildings, it may be necessary to repair, adapt, renew, relocate or demolish buildings and building parts that have come to the end of their usage period due to spatial, functional, technical and economic obsolescence. After the necessary applications to extend the service life of buildings, it is of great importance to analyze the dynamic behavior of buildings under soil-structure interaction and earthquake loads and to obtain accurate results. In this study, the seismic soil-structure interaction of the historical Sungur Bey Mosque, which was first built in 1577 but was disassembled, moved and rebuilt in another area (relocated) in order to preserve its historical and cultural values and extend its service life, was examined. The analysis of the masonry structure that survived after the Sivrice (2020) earthquake, where the great loss of life and property occurred, was carried out with the PLAXIS 3D software program. The real record of the Sivrice NS (2020) earthquake was used in dynamic analysis. Local soil properties obtained as a result of field investigation studies were utilized in numerical modeling. Depending on the result of the analyzes, the effects of soil-structure interaction on a reconstructed historical masonry structure were examined. The results obtained from the analysis showed that the local soil conditions have an amplification effect on seismic waves that may induce structural damages in prospective seismic events.

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Pertek (Tunceli̇) Dolayinin Üst Kretase-Tersi̇yer Jeoloji̇si̇/Strati̇grafi̇si̇

Cited by 6 publications

References 5 publications

Soil-structure interaction analysis of Çelebiağa Mosque, Pertek-Türkiye

Soil-structure interaction analysis of Çelebiağa Mosque, Pertek-Türkiye

Jeomorfolojik Özelliklerin Tunceli Şehrinin Gelişimine Etkileri

Seismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosque

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