Eşdeğer Deprem Yükü Yöntemi Kullanılarak Tarihi Bir Yığma Yapının Sismik Performans Düzeyinin Belirlenmesi

Kumbasaroğlu, Atila; Çelik, Alper

doi:10.18185/erzifbed.619692

Cited by 4 publications

(3 citation statements)

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“…This masonry bath is a rare historic building that survived the strong ground motions like the 1939 and 1992 earthquakes, which caused the collapse of many buildings, including historic buildings in Erzincan [13][14][15]. Although there are many studies in the literature investigating the seismic performances of historical masonry structures such as mosques, churches and walls [16][17][18], studies analyzing historical baths are limited [19][20]. The main purpose of this study is to investigate how Çadırcı Bath resists these intensive earthquakes and also to evaluate the importance of the structural configuration on the seismic resistance.…”

Section: Introductionmentioning

confidence: 99%

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

GÜNCÜ,

SOYLUK,

ÇELİK

et al. 2024

Politeknik Dergisi

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In this study, the earthquake behaviour of the historical Çadırcı Bathhouse in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled in 3D in two different types according to shell and solid modelling techniques. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.

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Section: Introductionmentioning

confidence: 99%

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

GÜNCÜ,

SOYLUK,

ÇELİK

et al. 2024

Politeknik Dergisi

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“…As a result of the analyses, they observed that the possible crack zones occurring in the Mosque were similar to the crack zones occurring in the Mosque after the 2020 Sivrice-Elazığ earthquake. Kumbasaroğlu and Çelik [12] analyzed the historical Yanıkoğlu Mosque under self-weight and earthquake forces calculated according to the equivalent earthquake load method. As a result of the analysis, they determined the performance level of the structure as limited damage.…”

Section: Introductionmentioning

confidence: 99%

Determination of the seismic performance of a historical masonry structure using the equivalent seismic load method

Yetkin,

Erkek,

Dedeoğlu

et al. 2023

JSEAM

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Mosques and masjids are the most important parts of Islamic culture in terms of their architectural and structural characteristics. These structures also provide an important insight into the construction techniques and historical process of the region in which they were built. Many of these structures are still in use around the world. However, most historical mosques and masjids are vulnerable to earthquakes or are not strong enough. Therefore, it is important to know the risk status of these important structures with respect to earthquake forces and to carry out the necessary strengthening works. In this study, the performance of the historical Ahi Musa Masjid (built in 1185) was investigated using the linear earthquake solution method, which provides a practical approach to determining the earthquake performance of historical structures. Firstly, studies were carried out to determine the geometric and material properties of the historical Masjid. A finite element model of the historical Masjid was then constructed and linear performance analyses were performed under vertical loads and equivalent earthquake loads. As a result of the analyses, the displacement ratios, compressive and shear stresses of the historical Masjid were obtained and evaluated according to the collapse prevention performance level for the earthquake level DD-3, which is one of the performance levels recommended for historical structures of local importance in the Guidelines for the Management of Earthquake Risks for Historical Structures. The aforementioned stress and drift ratio values remained below the reference values. In conclusion, the Masjid will safely withstand the potential effects of an earthquake.

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“…Kumbasaroglu and Celik calculated the earthquake load that a historic masonry building can be exposed to using the Equivalent Earthquake Load Method. They examined the linear performance of the structure exposed to earthquake load (Kumbasaroglu and Celik, 2019). Ucar and Merter produced spectrum curves to be used for Equivalent Earthquake Load Method and Mode Combination Method from real earthquake records.…”

Section: Introductionmentioning

confidence: 99%

TSC-2018 ve TSC-2007 Yönetmeliklerinin Eşdeğer Deprem Yükü Yöntemi Açısından Konya Özelinde Kıyaslanması

Koçer

Uzun

Çöğürcü

2021

Konya Journal of Engineering Sciences

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Earthquake motion is a complex movement that is difficult to understand. It is extremely important to understand and apply the earthquake movement correctly in order to affect the structure. There are three different methods in the literature for the application and calculation of the earthquake effect to the building. These methods are Equivalent Earthquake Load, Mode Combination and Analysis in Time History. Equivalent earthquake load method comes to the fore due to its ease of application and clarity. In the new earthquake regulation that entered into force in 2019, radical changes were made in the earthquake map used in the Equivalent Earthquake Load method. In this study, two building models with 3 floors and 9 floors were created and Equivalent Earthquake Load analysis was made according to TSC-2007 and TSC-2018 conditions. Results have been compared with each other.

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Eşdeğer Deprem Yükü Yöntemi Kullanılarak Tarihi Bir Yığma Yapının Sismik Performans Düzeyinin Belirlenmesi

Cited by 4 publications

References 0 publications

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

Determination of the seismic performance of a historical masonry structure using the equivalent seismic load method

TSC-2018 ve TSC-2007 Yönetmeliklerinin Eşdeğer Deprem Yükü Yöntemi Açısından Konya Özelinde Kıyaslanması

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