Research Article
Year 2017,
, 37 - 44, 27.12.2017
Abstract
References
- Christopoulos, C., Pampanin, S., Priestley, M.J.N. (2003) Performance-based seismic response of frame structures including residual deformations. Part 1: single degree of freedom systems. Journal of Earthquake Engineering, 7(1), 97-118.
- Efraimiadou, S., Hatzigeorgiou, G.D., Beskos, D.E. (2013) Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement. Earthquake engineering and structural dynamics. 42:1509–1528.
- Fujii, K., Nakano, Y. ve Sanada, Y.(2004) Simplified nonlinear analysis procedure for asymmetric buildings. 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, Paper No. 149
- Jankowski, R ve Mahmoud, S. (2016). Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes. Bulletin of Earthquake Engineering, 14:3075–3097
- Jia, J. (2017) Modern Earthquake Engineering Offshore and Land-based Structures, Springer-Verlag GmbH Germany
- Malhotra, P. K. (1999) Response of buildings to near-field pulse-like ground motions. Earthquake engineering and structural dynamics. 28: 1309-1326 .
- Nejati, H.R., Ahmadi. M. ve Hashemolhosseini H. (2012) An investigation on the ground motion parameters and seismic response of underground structures. Earthquake Science, 25: 253–261
- Takeda, T., Sözen, M.A., Nielsen, N.N. (1970). Reinforced concrete response to simulated earthquakes. Journal of Structural Engineering. 96(12), 2557–73.
- Yazgan, U. Ve Dazio, A. (2012) Post-earthquake damage assessment using residual displacements. Earthquake engineering and structural dynamics. 41, 1257–1276
Çarpışma Önlemenin Çok Serbestlik Dereceli Yapı Sistemlerinin Kalıntı Deplasman Oranları Üzerindeki Etkisinin Deprem ve Yapı Karakteristiklerine Bağlı Olarak İncelenmesi
Abstract
Bu çalışmada,
birbirine çok yakın olan yapılar üzerinde, deprem esnasında yapıların
çarpışması sonucu, oluşabilecek hasarları azaltmak için önerilen bazı
yöntemlerin deprem sonrasında ortaya çıkan kalıntı deplasman miktarları
üzerindeki etkileri deprem ve yapı özelliklerine bağlı olarak incelenmiştir. Çalışma
kapsamında çok serbestlik dereceli kayma binalarının idealize edilmiş modelleri
oluşturularak deprem ve yapı özelliklerini parametre olarak kabul eden doğrusal
ötesi dinamik analizler yapılmıştır. Yapı parametreleri olarak yapıların kütle
miktarları, rijitlikleri ve kat sayıları seçilmiş, deprem parametreleri olarak
ise depremin en büyük yer ivmesinin en büyük yer hızına oranı, en büyük yer
hızı ve öncü ve artçı depremlerin varlığı seçilmiştir. Yapılan analizler
sonucunda seçilen parametrelerin ve çarpışma önleme yöntemlerinin yakın
konumlanmış yapıların kalıntı deplasman miktarları üzerindeki etkileri ortaya
çıkarılmıştır.
References
- Christopoulos, C., Pampanin, S., Priestley, M.J.N. (2003) Performance-based seismic response of frame structures including residual deformations. Part 1: single degree of freedom systems. Journal of Earthquake Engineering, 7(1), 97-118.
- Efraimiadou, S., Hatzigeorgiou, G.D., Beskos, D.E. (2013) Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement. Earthquake engineering and structural dynamics. 42:1509–1528.
- Fujii, K., Nakano, Y. ve Sanada, Y.(2004) Simplified nonlinear analysis procedure for asymmetric buildings. 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, Paper No. 149
- Jankowski, R ve Mahmoud, S. (2016). Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes. Bulletin of Earthquake Engineering, 14:3075–3097
- Jia, J. (2017) Modern Earthquake Engineering Offshore and Land-based Structures, Springer-Verlag GmbH Germany
- Malhotra, P. K. (1999) Response of buildings to near-field pulse-like ground motions. Earthquake engineering and structural dynamics. 28: 1309-1326 .
- Nejati, H.R., Ahmadi. M. ve Hashemolhosseini H. (2012) An investigation on the ground motion parameters and seismic response of underground structures. Earthquake Science, 25: 253–261
- Takeda, T., Sözen, M.A., Nielsen, N.N. (1970). Reinforced concrete response to simulated earthquakes. Journal of Structural Engineering. 96(12), 2557–73.
- Yazgan, U. Ve Dazio, A. (2012) Post-earthquake damage assessment using residual displacements. Earthquake engineering and structural dynamics. 41, 1257–1276
There are 9 citations in total.
Details
| Subjects | Civil Engineering |
|---|---|
| Journal Section | Research Articles |
| Authors | |
| Publication Date | December 27, 2017 |
| Submission Date | November 15, 2017 |
| Published in Issue | Year 2017 |