Aseismically designed masonry buildings and their performance after 2011 Van earthquakes

Resat Oyguc; Cagatay Toros

Aseismically designed masonry buildings and their performance after 2011 Van earthquakes

Resat Oyguc
, Cagatay Toros

Afet Yönetimi Enstitüsü

Istanbul Technical University

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

Özet

On October 23, 2011 a devastating earthquake with Mw of 7.2 hit Van province, which is located in the east of Turkey. The epicenter was Tabanli village which is 30km far from the city. 16 days afterwards the first earthquake, a second earthquake with Mw 5.6 again hit Van province. This time the epicenter was 18km far from the city. Due to the large number of unqualified structures, the damage was more than expected. In this study, 2 aseismically designed masonry buildings which were subjected to Van earthquakes were chosen. One of the buildings was a mosque and the other one was a school building. To overcome the soil effects, the buildings were chosen in the same era. The mosque did not suffer structural damage, whereas the school building had to be retrofitted after the earthquakes. After conducting nonlinear time-history analysis on the 3D models of the mentioned aseismically designed buildings, the reasons of the damages were discussed according to the assessed capacities.

Orijinal dil	İngilizce
Ana bilgisayar yayını başlığı	Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014
Editörler	A. Cunha, P. Ribeiro, E. Caetano, G. Muller
Yayınlayan	European Association for Structural Dynamics
Sayfalar	403-406
Sayfa sayısı	4
ISBN (Elektronik)	9789727521654
Yayın durumu	Yayınlandı - 2014
Etkinlik	9th International Conference on Structural Dynamics, EURODYN 2014 - Porto, Portugal Süre: 30 Haz 2014 → 2 Tem 2014

Yayın serisi

Adı	Proceedings of the International Conference on Structural Dynamic , EURODYN
Hacim	2014-January
ISSN (Basılı)	2311-9020

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???event.eventtypes.event.conference???	9th International Conference on Structural Dynamics, EURODYN 2014
Ülke/Bölge	Portugal
Şehir	Porto
Periyot	30/06/14 → 2/07/14

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 4 Nitelikli Eğitim
SKH 11 Sürdürülebilir Şehirler ve Topluluklar

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

Oyguc, R., & Toros, C. (2014). Aseismically designed masonry buildings and their performance after 2011 Van earthquakes. In A. Cunha, P. Ribeiro, E. Caetano, & G. Muller (Eds.), Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014 (pp. 403-406). (Proceedings of the International Conference on Structural Dynamic , EURODYN; Hac. 2014-January). European Association for Structural Dynamics.

Oyguc, Resat ; Toros, Cagatay. / Aseismically designed masonry buildings and their performance after 2011 Van earthquakes. Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014. editör / A. Cunha ; P. Ribeiro ; E. Caetano ; G. Muller. European Association for Structural Dynamics, 2014. pp. 403-406 (Proceedings of the International Conference on Structural Dynamic , EURODYN).

@inproceedings{ae313d8d7bea4183b91d931577f4c356,

title = "Aseismically designed masonry buildings and their performance after 2011 Van earthquakes",

abstract = "On October 23, 2011 a devastating earthquake with Mw of 7.2 hit Van province, which is located in the east of Turkey. The epicenter was Tabanli village which is 30km far from the city. 16 days afterwards the first earthquake, a second earthquake with Mw 5.6 again hit Van province. This time the epicenter was 18km far from the city. Due to the large number of unqualified structures, the damage was more than expected. In this study, 2 aseismically designed masonry buildings which were subjected to Van earthquakes were chosen. One of the buildings was a mosque and the other one was a school building. To overcome the soil effects, the buildings were chosen in the same era. The mosque did not suffer structural damage, whereas the school building had to be retrofitted after the earthquakes. After conducting nonlinear time-history analysis on the 3D models of the mentioned aseismically designed buildings, the reasons of the damages were discussed according to the assessed capacities.",

keywords = "2011 Van earthquake, Aseismic design, Masonry, Mosque, Nonlinear time history, School buildings",

author = "Resat Oyguc and Cagatay Toros",

year = "2014",

language = "English",

series = "Proceedings of the International Conference on Structural Dynamic , EURODYN",

publisher = "European Association for Structural Dynamics",

pages = "403--406",

editor = "A. Cunha and P. Ribeiro and E. Caetano and G. Muller",

booktitle = "Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014",

note = "9th International Conference on Structural Dynamics, EURODYN 2014 ; Conference date: 30-06-2014 Through 02-07-2014",

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Oyguc, R & Toros, C 2014, Aseismically designed masonry buildings and their performance after 2011 Van earthquakes. in A Cunha, P Ribeiro, E Caetano & G Muller (eds), Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014. Proceedings of the International Conference on Structural Dynamic , EURODYN, hac. 2014-January, European Association for Structural Dynamics, pp. 403-406, 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, Portugal, 30/06/14.

Aseismically designed masonry buildings and their performance after 2011 Van earthquakes. / Oyguc, Resat; Toros, Cagatay.
Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014. ed. / A. Cunha; P. Ribeiro; E. Caetano; G. Muller. European Association for Structural Dynamics, 2014. p. 403-406 (Proceedings of the International Conference on Structural Dynamic , EURODYN; Hac. 2014-January).

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

TY - GEN

T1 - Aseismically designed masonry buildings and their performance after 2011 Van earthquakes

AU - Oyguc, Resat

AU - Toros, Cagatay

PY - 2014

Y1 - 2014

N2 - On October 23, 2011 a devastating earthquake with Mw of 7.2 hit Van province, which is located in the east of Turkey. The epicenter was Tabanli village which is 30km far from the city. 16 days afterwards the first earthquake, a second earthquake with Mw 5.6 again hit Van province. This time the epicenter was 18km far from the city. Due to the large number of unqualified structures, the damage was more than expected. In this study, 2 aseismically designed masonry buildings which were subjected to Van earthquakes were chosen. One of the buildings was a mosque and the other one was a school building. To overcome the soil effects, the buildings were chosen in the same era. The mosque did not suffer structural damage, whereas the school building had to be retrofitted after the earthquakes. After conducting nonlinear time-history analysis on the 3D models of the mentioned aseismically designed buildings, the reasons of the damages were discussed according to the assessed capacities.

AB - On October 23, 2011 a devastating earthquake with Mw of 7.2 hit Van province, which is located in the east of Turkey. The epicenter was Tabanli village which is 30km far from the city. 16 days afterwards the first earthquake, a second earthquake with Mw 5.6 again hit Van province. This time the epicenter was 18km far from the city. Due to the large number of unqualified structures, the damage was more than expected. In this study, 2 aseismically designed masonry buildings which were subjected to Van earthquakes were chosen. One of the buildings was a mosque and the other one was a school building. To overcome the soil effects, the buildings were chosen in the same era. The mosque did not suffer structural damage, whereas the school building had to be retrofitted after the earthquakes. After conducting nonlinear time-history analysis on the 3D models of the mentioned aseismically designed buildings, the reasons of the damages were discussed according to the assessed capacities.

KW - 2011 Van earthquake

KW - Aseismic design

KW - Masonry

KW - Mosque

KW - Nonlinear time history

KW - School buildings

UR - https://www.scopus.com/pages/publications/84994400005

M3 - Conference contribution

AN - SCOPUS:84994400005

T3 - Proceedings of the International Conference on Structural Dynamic , EURODYN

SP - 403

EP - 406

BT - Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014

A2 - Cunha, A.

A2 - Ribeiro, P.

A2 - Caetano, E.

A2 - Muller, G.

PB - European Association for Structural Dynamics

T2 - 9th International Conference on Structural Dynamics, EURODYN 2014

Y2 - 30 June 2014 through 2 July 2014

ER -

Oyguc R, Toros C. Aseismically designed masonry buildings and their performance after 2011 Van earthquakes. In Cunha A, Ribeiro P, Caetano E, Muller G, editörler, Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014. European Association for Structural Dynamics. 2014. p. 403-406. (Proceedings of the International Conference on Structural Dynamic , EURODYN).

Aseismically designed masonry buildings and their performance after 2011 Van earthquakes

Özet

Yayın serisi

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BM SKH

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