Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Mustafa Esat Coşkun; Şenol Gürsoy; Zehra Şule Garip

Makale detayları

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Yazarlar:

Mustafa Esat Coşkun | Şenol Gürsoy | Zehra Şule Garip

Yayıncı:

Erzincan Binali Yildirim University

Ana Başlıklar:

Mühendislik

Dergi:

Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.17 Issue 1, pp.279-300

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001314211

pISSN:

2149-4584

Anahtar kelimeler:

Özet:

 Earthquakes that frequently occur in Turkey may cause structural damage in structures, andor existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

 Earthquakes that frequently occur in Turkey may cause structural damage in structures, andor existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

 Earthquakes that frequently occur in Turkey may cause structural damage in structures, andor existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

 Earthquakes that frequently occur in Turkey may cause structural damage in structures, andor existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

Makale detayları

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Yazarlar:

Mustafa Esat Coşkun | Şenol Gürsoy | Zehra Şule Garip

Yayıncı:

Erzincan Binali Yildirim University

Ana Başlıklar:

Mühendislik

Dergi:

Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.17 Issue 1, pp.279-300

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001314211

pISSN:

2149-4584

Reinforced concrete buildings

repair-strengthening

performance analysis

Sayı

Makale detayları

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Yazarlar: Mustafa Esat Coşkun | Şenol Gürsoy | Zehra Şule Garip

Yayıncı: Erzincan Binali Yildirim University

Ana Başlıklar: Mühendislik

Dergi: Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.17 Issue 1, pp.279-300

Belge Tipi: Makale

Yayın Tarihi: 3/2024

Belge Dili: İngilizce

Document ID (Org No.): 2001314211

pISSN: 2149-4584

Reinforced concrete buildings

repair-strengthening

performance analysis

Sayı

Yazarlar:

Mustafa Esat Coşkun | Şenol Gürsoy | Zehra Şule Garip

Yayıncı:

Erzincan Binali Yildirim University

Ana Başlıklar:

Mühendislik

Dergi:

Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.17 Issue 1, pp.279-300

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001314211

pISSN:

2149-4584