Öz
The analyses of infill frame structures are generally done ignoring the presence of brick masonry in the analytical models but it is a prevalent mistake. Behaviors of such buildings vary significantly during the earthquake events. The lateral resisting capacity of infill wall actually restricts the column only up to the wall height but above the wall height, the free column deforms easily. In this paper, the effect of infill wall in formation of short column at military aid watchtower in Turkey has been analyzed and the analysis result compared with effect of earthquake that have been seen after earthquake
Kaynakça
- Mosalam, K. M., and Gunay, S. (2015). "Progressive Collapse Analysis of Reinforced Concrete Frames with Unreinforced Masonry Infill Walls
- Interaction." Earthq Spectra, 31(2), 921-943.
- Uva, G., Porco, F., and Fiore, A. (2012). "Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study." Eng Struct, 34, 514-526.
- (CEN. Eurocode -2005). "Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings."Brussels.
- Negro P, and A., C. (1997). "Irregularities induced by non-structural masonry panels in framed buildings." Eng Struct, 10.
- Dolsek, M., and Fajfar, P. (2005). "Simplified non-linear seismic analysis of infilled reinforced concrete frames." Earthq Eng Struct D, 34(1), 49-66. [6]. Khalilzadeh Vahidi, E., and Mokhtari Malekabadi, M. (2009). "Conceptual Investigation of Short-Columns and Masonary Infill Frames Effect in the Earthquakes." International Journal of Civil, Environmental,
- Architectural Engineering 3(11).
- Prachand Man, P., Prajwal, L. P., and Ramesh, K. M. (2012). "Lateral strength of partial masonry infill wall in concrete frame under static load." Journal of Civil Engineering (IEB) 40(1), 66-77.
Öz
Dolgu duvar çerçeve yapılarının analizleri genellikle analitik modellerde tuğla duvar varlığını dikkate alınmadan yapılır fakat bu yaygın bir hatadır. Bu tür binaların davranışlar deprem durumunda önemli ölçüde değişmektedir. Dolgu duvarın yanal kuvvetlere dayanım kapasitesi gerçekte kolonu duvar yüksekliğine kadar olan bölümde sınırlamaktadır, duvar yüksekliğinin üstünde kalan kolon kolayca deforme olmaktadır. Bu çalışmada, Türkiye’de askeri bir karakol gözetleme kulesinde depremden dolayı oluşan kısa kolonda, dolgu duvar etkisi analiz edilmiş ve analiz sonucu deprem öncesi durumla karşılaştırılmıştır
Anahtar Kelimeler
Kaynakça
- Mosalam, K. M., and Gunay, S. (2015). "Progressive Collapse Analysis of Reinforced Concrete Frames with Unreinforced Masonry Infill Walls
- Interaction." Earthq Spectra, 31(2), 921-943.
- Uva, G., Porco, F., and Fiore, A. (2012). "Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study." Eng Struct, 34, 514-526.
- (CEN. Eurocode -2005). "Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings."Brussels.
- Negro P, and A., C. (1997). "Irregularities induced by non-structural masonry panels in framed buildings." Eng Struct, 10.
- Dolsek, M., and Fajfar, P. (2005). "Simplified non-linear seismic analysis of infilled reinforced concrete frames." Earthq Eng Struct D, 34(1), 49-66. [6]. Khalilzadeh Vahidi, E., and Mokhtari Malekabadi, M. (2009). "Conceptual Investigation of Short-Columns and Masonary Infill Frames Effect in the Earthquakes." International Journal of Civil, Environmental,
- Architectural Engineering 3(11).
- Prachand Man, P., Prajwal, L. P., and Ramesh, K. M. (2012). "Lateral strength of partial masonry infill wall in concrete frame under static load." Journal of Civil Engineering (IEB) 40(1), 66-77.
Ayrıntılar
| Bölüm | Araştırma Makalesi |
|---|---|
| Yazarlar | |
| Yayımlanma Tarihi | 9 Eylül 2016 |
| Gönderilme Tarihi | 21 Nisan 2016 |
| Yayımlandığı Sayı | Yıl 2016Cilt: 19 Sayı: 2 |