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  Citation Number 3
 Views 15
 Downloands 3
Eşdeğer Deprem Yükü Yöntemi Kullanılarak Tarihi Bir Yığma Yapının Sismik Performans Düzeyinin Belirlenmesi
2019
Journal:  
Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Author:  
Abstract:

Tarih boyunca Anadolu toprakları, birçok medeniyete ev sahipliği yapmıştır. Bu sebeple ülkemizde tarihi yapılar azımsanmayacak sayıdadır. Bununla birlikte ülkemizin, aktif deprem kuşağı içerisinde yer alması sebebiyle birçok tarihi yapı, meydana gelen depremlerden zarar görmüş veya yıkılmıştır. Kültür mirası açısından önem arz eden tarihi yapılarımızın, gelecek kuşaklara güvenle aktarılabilmesi için sismik performans seviyelerinin doğru ve hızlı bir şekilde belirlenerek gerekli müdahalelerin yapılması oldukça önemlidir. Çalışma kapsamında örnek olarak ele alınan Tarihi Yanıkoğlu Camisinde yapılan ölçümler ve gözlemlere dayalı olarak yapının analitik modeli oluşturulmuştur. Yapı konumuna özel olarak seçilen deprem spektrumları ile eşdeğer deprem yükü hesaplanmıştır. Yapının kendi ağırlığı ve hesaplanan deprem kuvvetleri altında yapılan analizlerden elde edilen sonuçlara bağlı olarak yapının sismik performans düzeyi 2017 yılında Vakıflar Genel Müdürlüğünce yayımlanan Tarihi Yapılar İçin Deprem Risklerinin Yönetimi Kılavuzuna göre belirlenmiştir. Bu çalışma ile tarihi yığma yapıların sismik performanslarının değerlendirilmesinde eşdeğer deprem yükü yöntemi kullanılarak pratik bir yaklaşım ortaya konulmuştur.

Keywords:

Identifying the seismic performance level of a historic collapse structure using the equivalent earthquake load method
2019
Author:  
Abstract:

Thro history, the Anatolian lands have hosted many civilizations. Therefore, the historical structures in our country are not to be reduced. However, because our country is within the active earthquake generation, many historic buildings have been damaged or destroyed by the earthquakes that have occurred. It is very important to make the necessary interventions by precisely and quickly determining the levels of seismic performance so that our historical structures that are important in terms of cultural heritage can be safely transmitted to future generations. Based on the measurements and observations made in the Historical Warning Board, an analytical model of the structure was created as an example. The earthquake load is calculated with specifically selected earthquake spectrum for the construction location. Depending on the results obtained from the analysis under the calculated earthquake forces, the earthquake performance level of the structure was determined according to the Historical Structures for Earthquake Risk Management Guidelines published by the Foundation General Directorate in 2017. This study has shown a practical approach using the equivalent earthquake load method in the assessment of the seismic performance of historical accumulation structures.

Keywords:

Assessment Of Seismic Performance Level Of A Historical Masonry Structure Using Equivalent Seismic Load Method
2019
Author:  
Abstract:

Throughout history, Anatolian lands have been home to many civilizations. For this reason, the historical structures in our country are considerable. However, due to the fact that our country is located within the active earthquake zone, many historical buildings have been damaged or destroyed by the earthquakes. In order to transfer the historical structures which are important in terms of cultural heritage to the next generations with confidence, it is very important to determine the seismic performance levels accurately and quickly and to make the necessary interventions. The analytical model of the building was established based on the measurements and observations made at the Historical Yanıkoglu Mosque, which was taken as an example within the scope of the study. Equivalent earthquake load was calculated with earthquake spectra specially selected for the structure location. The seismic performance level of the building was determined according to the Seismic Risk Management Guide for Historic Buildings  published by the General Directorate of Foundations in 2017, depending on the results of the analyzes made under the earthquake's own weight and calculated earthquake forces. In this study, a seismic performance of historical masonry structures is evaluated by using the equivalent earthquake load method.

Keywords:

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Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi

Field :   Fen Bilimleri ve Matematik

Journal Type :   Uluslararası

Metrics
Article : 829
Cite : 1.101
2023 Impact : 0.011
Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi