INVESTIGATION OF DIFFERENT MATERIAL EFFECTS ON THE SEISMIC BEHAVIOR OF MASONRY TOWER STRUCTURES

Elifnur Şakalak

Makale detayları

INVESTIGATION OF DIFFERENT MATERIAL EFFECTS ON THE SEISMIC BEHAVIOR OF MASONRY TOWER STRUCTURES

Yazarlar:

Elifnur Şakalak

Yayıncı:

Isparta University of Applied Sciences

Ana Başlıklar:

Mühendislik

Dergi:

Uluslararası Sürdürülebilir Mühendislik ve Teknoloji Dergisi Vol.7 Issue 1, pp.20-30

Belge Tipi:

Makale

Yayın Tarihi:

6/2023

Belge Dili:

Türkçe

Document ID (Org No.):

2001295198

pISSN:

2618-6055

Anahtar kelimeler:

Özet:

 In this study, the effects of different materials used in the buildings on the earthquake behavior of the masonry carrier system tower structure were investigated. For this purpose, a 3-dimensional finite element model of the masonry tower structure was created in the SAP2000 computer program. Two different models of the building, stone and brick, were created. Modal analysis, static analysis of the structure under its own weight, response spectrum analysis and linear dynamic analysis in the time history analysis were performed on the models. The acceleration records of the Pazarcık and Elbistan earthquakes that occurred recently in Turkey were used for time history analysis. The data obtained as a result of the analyzes and the results of the stone and brick models were compared. As a result of the modal analysis, it was determined that the period value of the brick model was higher. When the maximum horizontal displacement values at the apex of the structure are compared, greater displacement was obtained in the brick model in all analyzes. As a result of the static analysis of the structure under its own weight and seismic analyzes, the stresses in the structure gave greater results in the stone model.

 In this study, the effects of different materials used in the buildings on the earthquake behavior of the masonry carrier system tower structure were investigated. For this purpose, a 3-dimensional finite element model of the masonry tower structure was created in the SAP2000 computer program. Two different models of the building, stone and brick, were created. Modal analysis, static analysis of the structure under its own weight, response spectrum analysis and linear dynamic analysis in the time history analysis were performed on the models. The acceleration records of the Pazarcık and Elbistan earthquakes that occurred recently in Turkey were used for time history analysis. The data obtained as a result of the analyzes and the results of the stone and brick models were compared. As a result of the modal analysis, it was determined that the period value of the brick model was higher. When the maximum horizontal displacement values at the apex of the structure are compared, greater displacement was obtained in the brick model in all analyzes. As a result of the static analysis of the structure under its own weight and seismic analyzes, the stresses in the structure gave greater results in the stone model.

 In this study, the effects of different materials used in the buildings on the earthquake behavior of the masonry carrier system tower structure were investigated. For this purpose, a 3-dimensional finite element model of the masonry tower structure was created in the SAP2000 computer program. Two different models of the building, stone and brick, were created. Modal analysis, static analysis of the structure under its own weight, response spectrum analysis and linear dynamic analysis in the time history analysis were performed on the models. The acceleration records of the Pazarcık and Elbistan earthquakes that occurred recently in Turkey were used for time history analysis. The data obtained as a result of the analyzes and the results of the stone and brick models were compared. As a result of the modal analysis, it was determined that the period value of the brick model was higher. When the maximum horizontal displacement values at the apex of the structure are compared, greater displacement was obtained in the brick model in all analyzes. As a result of the static analysis of the structure under its own weight and seismic analyzes, the stresses in the structure gave greater results in the stone model.

 Bu çalışmada yapılarda kullanılan farklı malzemelerin yığma taşıyıcı sistemli kule yapının deprem davranışı üzerindeki etkileri araştırılmıştır. Bu amaçla yığma kule yapısının 3 boyutlu sonlu elemanlar modeli SAP2000 bilgisayar programında oluşturulmuştur. Yapının taş ve tuğla olarak iki ayrı modeli oluşturulmuştur. Modeller üzerinde modal analiz, yapının kendi ağırlığı altında statik analizi, tepki spektrumu analizi ve zaman tanım alanında doğrusal dinamik analizi gerçekleştirilmiştir. Zaman tanım alanında analiz için Türkiyede yakın zamanda meydana gelen Pazarcık ve Elbistan depremlerinin ivme kayıtları kullanılmıştır. Yapılan analizler sonucunda elde edilen veriler ile taş ve tuğla modellerin sonuçları karşılaştırılmıştır. Modal analiz sonucunda tuğla modelin periyot değerinin daha yüksek olduğu belirlenmiştir. Yapının tepe noktasındaki en büyük yatay yer değiştirme değerleri karşılaştırıldığı zaman yapılan bütün analizlerde tuğla modelde daha büyük yer değiştirme elde edilmiştir. Yapının kendi ağırlığı altında statik analizi ile sismik analizleri neticesinde yapıda oluşan gerilmeler taş modelde daha büyük sonuçlar vermiştir.

Makale detayları

INVESTIGATION OF DIFFERENT MATERIAL EFFECTS ON THE SEISMIC BEHAVIOR OF MASONRY TOWER STRUCTURES

Yazarlar:

Elifnur Şakalak

Yayıncı:

Isparta University of Applied Sciences

Ana Başlıklar:

Mühendislik

Dergi:

Uluslararası Sürdürülebilir Mühendislik ve Teknoloji Dergisi Vol.7 Issue 1, pp.20-30

Belge Tipi:

Makale

Yayın Tarihi:

6/2023

Belge Dili:

Türkçe

Document ID (Org No.):

2001295198

pISSN:

2618-6055

Earthquake

Masonry

Material

Seismic analysis

Towerdeprem

kule

malzeme

sismik analiz

yığma

Sayı

Makale detayları

Yazarlar: Elifnur Şakalak

Yayıncı: Isparta University of Applied Sciences

Ana Başlıklar: Mühendislik

Dergi: Uluslararası Sürdürülebilir Mühendislik ve Teknoloji Dergisi Vol.7 Issue 1, pp.20-30

Belge Tipi: Makale

Yayın Tarihi: 6/2023

Belge Dili: Türkçe

Document ID (Org No.): 2001295198

pISSN: 2618-6055

Sayı

Yazarlar:

Elifnur Şakalak

Yayıncı:

Isparta University of Applied Sciences

Ana Başlıklar:

Mühendislik

Dergi:

Uluslararası Sürdürülebilir Mühendislik ve Teknoloji Dergisi Vol.7 Issue 1, pp.20-30

Belge Tipi:

Makale

Yayın Tarihi:

6/2023

Belge Dili:

Türkçe

Document ID (Org No.):

2001295198

pISSN:

2618-6055