Performance Analysis of Masonry Buildings According to Türkiye Building Earthquake Code 2018: The Case of Afyonkarahisar

Gökhan Çoban; Veli Başaran

Article Details

Performance Analysis of Masonry Buildings According to Türkiye Building Earthquake Code 2018: The Case of Afyonkarahisar

Authors:

Gökhan Çoban | Veli Başaran

Publisher:

Bursa Uludağ University

Main Topics:

İnşaat Mühendisliği

Journal:

Uludağ Üniversitesi Mühendislik Fakültesi Dergisi Vol.28 Issue 3, pp.927-936

Document Type:

Article

Publication Date:

12/2023

Document Language:

Turkish

Document ID (Org No.):

2001304358

pISSN:

2148-4155

Keywords:

Abstract:

 Masonry structures are a building system that has been used by people throughout history. These structures are made by connecting walls together using materials such as natural stones, bricks and concrete blocks. The use of masonry structures in urban centers has declined in recent years. However, they are still used in rural areas. The earthquake resistance of masonry structures is lower than other structures. In this study, buildings completed in Afyonkarahisar were modeled and analyzed using the STA4CAD program. After the analysis, the compliance and performance of the buildings with the new principles specified in the Türkiye Building Earthquake Code 2018 were evaluated. In addition, the effects of changes in the compressive strength of the bricks and mortar used in wall construction on the capacity of the building were examined. It has been observed that the increase in mortar compressive strength has a more effective effect on the increase in performance in masonry buildings than the increase in brick compressive strength.

 Masonry structures are a building system that has been used by people throughout history. These structures are made by connecting walls together using materials such as natural stones, bricks and concrete blocks. The use of masonry structures in urban centers has declined in recent years. However, they are still used in rural areas. The earthquake resistance of masonry structures is lower than other structures. In this study, buildings completed in Afyonkarahisar were modeled and analyzed using the STA4CAD program. After the analysis, the compliance and performance of the buildings with the new principles specified in the Türkiye Building Earthquake Code 2018 were evaluated. In addition, the effects of changes in the compressive strength of the bricks and mortar used in wall construction on the capacity of the building were examined. It has been observed that the increase in mortar compressive strength has a more effective effect on the increase in performance in masonry buildings than the increase in brick compressive strength.

 Masonry structures are a building system that has been used by people throughout history. These structures are made by connecting walls together using materials such as natural stones, bricks and concrete blocks. The use of masonry structures in urban centers has declined in recent years. However, they are still used in rural areas. The earthquake resistance of masonry structures is lower than other structures. In this study, buildings completed in Afyonkarahisar were modeled and analyzed using the STA4CAD program. After the analysis, the compliance and performance of the buildings with the new principles specified in the Türkiye Building Earthquake Code 2018 were evaluated. In addition, the effects of changes in the compressive strength of the bricks and mortar used in wall construction on the capacity of the building were examined. It has been observed that the increase in mortar compressive strength has a more effective effect on the increase in performance in masonry buildings than the increase in brick compressive strength.

 Yığma yapılar, insanların tarih boyunca kullandıkları bir yapı sistemidir. Bu yapılar doğal taşlar, kerpiçler, tuğla ve beton briketler gibi malzemelerin kullanılarak duvarların birbirine bağlanmasıyla yapılmıştır. Son yıllarda yığma yapıların şehir merkezlerinde yapımı azalmıştır. Ancak, hala kırsal kesimlerde kullanılmaya devam edilmektedir. Yığma yapıların deprem dayanımları diğer yapılara göre daha düşüktür. Bu çalışmada Afyonkarahisarda yapımı tamamlanmış yığma binalar STA4CAD programında modellenerek analizleri yapılmıştır. Analizler sonrasında, yapıların Türkiye Bina Deprem Yönetmeliği 2018de TBDY18 belirtilen yeni kriterlere göre uygunlukları ve performans hedeflerini yerine getirip getirmediği değerlendirilmiştir. Ayrıca duvar imalatında kullanılan tuğla ve harcın basınç dayanımlarındaki değişimin yapının kapasitesi üzerindeki etkileri incelenmiştir. Harç basınç dayanımındaki artışın yığma binalardaki performans artışına etkisinin tuğla basınç dayanımındaki artışa göre daha etkili olduğu görülmüştür.

Article Details

Performance Analysis of Masonry Buildings According to Türkiye Building Earthquake Code 2018: The Case of Afyonkarahisar

Authors:

Gökhan Çoban | Veli Başaran

Publisher:

Bursa Uludağ University

Main Topics:

İnşaat Mühendisliği

Journal:

Uludağ Üniversitesi Mühendislik Fakültesi Dergisi Vol.28 Issue 3, pp.927-936

Document Type:

Article

Publication Date:

12/2023

Document Language:

Turkish

Document ID (Org No.):

2001304358

pISSN:

2148-4155

Masonry Structures

Seismic Performance

Türkiye Building Earthquake Code 2018

Brick Compressive Strength

Mortar Compressive StrengthYığma Yapılar

Deprem Güvenliği

Türkiye Bina Deprem Yönetmeliği 2018

Tuğla Basınç Dayanımı

Harç Basınç Dayanımı

Issues

Article Details

Authors: Gökhan Çoban | Veli Başaran

Publisher: Bursa Uludağ University

Main Topics: İnşaat Mühendisliği

Journal: Uludağ Üniversitesi Mühendislik Fakültesi Dergisi Vol.28 Issue 3, pp.927-936

Document Type: Article

Publication Date: 12/2023

Document Language: Turkish

Document ID (Org No.): 2001304358

pISSN: 2148-4155

Issues

Authors:

Gökhan Çoban | Veli Başaran

Publisher:

Bursa Uludağ University

Main Topics:

İnşaat Mühendisliği

Journal:

Uludağ Üniversitesi Mühendislik Fakültesi Dergisi Vol.28 Issue 3, pp.927-936

Document Type:

Article

Publication Date:

12/2023

Document Language:

Turkish

Document ID (Org No.):

2001304358

pISSN:

2148-4155