Antakya High School: A Unique Example of How a Traditional Building System Performs in an Earthquake

Caner Göçer

Makale detayları

Antakya High School: A Unique Example of How a Traditional Building System Performs in an Earthquake

Yazarlar:

Caner Göçer

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

Architectural Heritage and Conservation

Dergi:

Journal of Architectural Sciences and Applications Vol.9 Issue Special Issue, pp.293-312

Belge Tipi:

Makale

Yayın Tarihi:

6/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001311431

pISSN:

2548-0170

Anahtar kelimeler:

Özet:

 Thousands of buildings in 11 provinces were demolished or sustained heavy damage due to the earthquakes of Mw 7.7 and Mw 7.6 in Kahramanmaraş center that struck on 06.02.2023. The structural damage sustained by the Antakya High School from the two earthquakes as well as the cause of said damage was evaluated in this study. Defining architectural and structural features, determining the types of damage and their frequency of occurrence, evaluating the causes of damage, and revealing the degree of effectiveness of the causes of damage according to the types of damage constitute the basic steps of the study process. As an evaluation method, literature, earthquake regulations and comparative analysis data were taken into consideration. Despite the high transparency rate in the facade layout, it was observed that the building did not collapse completely, thanks to the reinforced concrete vertical beams. However, the reason for the wholesale collapse of the unit with similar architectural and structural features may be the irregularity in the load-bearing wall system and weak mortar.

 Thousands of buildings in 11 provinces were demolished or sustained heavy damage due to the earthquakes of Mw 7.7 and Mw 7.6 in Kahramanmaraş center that struck on 06.02.2023. The structural damage sustained by the Antakya High School from the two earthquakes as well as the cause of said damage was evaluated in this study. Defining architectural and structural features, determining the types of damage and their frequency of occurrence, evaluating the causes of damage, and revealing the degree of effectiveness of the causes of damage according to the types of damage constitute the basic steps of the study process. As an evaluation method, literature, earthquake regulations and comparative analysis data were taken into consideration. Despite the high transparency rate in the facade layout, it was observed that the building did not collapse completely, thanks to the reinforced concrete vertical beams. However, the reason for the wholesale collapse of the unit with similar architectural and structural features may be the irregularity in the load-bearing wall system and weak mortar.

 Thousands of buildings in 11 provinces were demolished or sustained heavy damage due to the earthquakes of Mw 7.7 and Mw 7.6 in Kahramanmaraş center that struck on 06.02.2023. The structural damage sustained by the Antakya High School from the two earthquakes as well as the cause of said damage was evaluated in this study. Defining architectural and structural features, determining the types of damage and their frequency of occurrence, evaluating the causes of damage, and revealing the degree of effectiveness of the causes of damage according to the types of damage constitute the basic steps of the study process. As an evaluation method, literature, earthquake regulations and comparative analysis data were taken into consideration. Despite the high transparency rate in the facade layout, it was observed that the building did not collapse completely, thanks to the reinforced concrete vertical beams. However, the reason for the wholesale collapse of the unit with similar architectural and structural features may be the irregularity in the load-bearing wall system and weak mortar.

 06.02.2023 tarihinde, Kahramanmaraş merkezli Mw 7.7 ve Mw 7.6 büyüklüğünde meydana gelen depremlerin etkisiyle onbir ilde binlerce bina yıkılmış ve ağır hasarlar meydana gelmiştir. Bu çalışmada, Antakya Lisesinde depremlerin etkisine bağlı oluşan strüktürel hasarlar ve nedenleri değerlendirilmiştir. Mimari ve yapısal özelliklerin tanımlanması, hasar türleri ve görülme sıklığının belirlenmesi, hasar nedenlerinni değerlendirilmesi ve hasar nedenlerinin hasar türlerine göre etkinlik derecesinin ortaya koyulması çalışma sürecinin temel adımlarını oluşturmaktadır. Değerlendirme yöntemi olarak literatür, deprem yönetmeliği ve karşılaştırmalı analiz verileri dikkate alınmıştır. Cephe düzeninde yüksek saydamlık oranına rağmen betonarme düşey hatıl sayesinde yapının toptan göçmediği görülmüştür. Bununla birlikte benzer mimari ve yapısal özelliklere sahip birimin toptan göçme nedeni taşıyıcı duvar örgü sistemindeki düzensizlik ve zayıf harç olabilir.

Makale detayları

Antakya High School: A Unique Example of How a Traditional Building System Performs in an Earthquake

Yazarlar:

Caner Göçer

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

Architectural Heritage and Conservation

Dergi:

Journal of Architectural Sciences and Applications Vol.9 Issue Special Issue, pp.293-312

Belge Tipi:

Makale

Yayın Tarihi:

6/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001311431

pISSN:

2548-0170

Kahramanmaraş earthquakes

masonry buildings

structural damages

damage assessmentKahramanmaraş depremleri

yığma yapı

yapısal hasarlar

hasar değerlendirme

Sayı

Makale detayları

Yazarlar: Caner Göçer

Yayıncı: Süleyman Demirel University

Ana Başlıklar: Architectural Heritage and Conservation

Dergi: Journal of Architectural Sciences and Applications Vol.9 Issue Special Issue, pp.293-312

Belge Tipi: Makale

Yayın Tarihi: 6/2024

Belge Dili: Türkçe

Document ID (Org No.): 2001311431

pISSN: 2548-0170

Sayı

Yazarlar:

Caner Göçer

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

Architectural Heritage and Conservation

Dergi:

Journal of Architectural Sciences and Applications Vol.9 Issue Special Issue, pp.293-312

Belge Tipi:

Makale

Yayın Tarihi:

6/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001311431

pISSN:

2548-0170