Abstract
In Turkey, buildings were built with himis, bagdadi and masonry structural elements until 1950. After 1950's due to the development in reinforced concrete structures, many people who wanted to own a house, made their choices for the reinforced concrete buildings. However, himis, bagdadi and masonry structures that were constructed many years ago are still widely being used. Based on the analysis of the structure in a seismic zone for the damages after an earthquake, it has been found out that himis and bagdadi structures suffer less from the earthquake compared with other types of structures. In this study the behavior of himis and bagdadi structures under lateral loads are being analyzed. Himis and bagdadi structures are modeled and analyzed by using SAP2000. Timber structural elements such as beams and columns are modeled as framed elements. Adobe, brick and stone elements are modeled as solid, and the analysis is conducted under lateral loads. According to the analyses of these types of structures, they are found to be more ductile compared with reinforced concrete and masonry structures.
Keywords
References
- Dogan, M., Unluoglu, E. and Ozbasaran, H. (2007). Earthquake failures of cantilever projections buildings, Engineering Fail- ure Analysis 14(8), p1458-1465.
- Aslı, E.A. (2004). Some observations on the Seismic Behaviour of Traditional Timber Structures in Turkey, Ms., Thesis, Middle East Tecnical University, 2004
- Çobanoğlu, T. (2001). Himis Construction Sys- tem In Traditional Turkish Wooden Houses Historical Consructions, P.B. Lourenço, P. Roca (Eds), Guimaraes.
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- Aksoy, D. and Ahubay, Z. (2006). Earthquake behaviour of wooden frame traditional Turkısh habitation, İTÜ Faculty of archi- tecture, Taşkışla, 34437, Taksim, İstan- bul.
- Turkish Seismic Code (TEC) (2007). Ministry of Public Works and Settlement of Tur- key, Ankara. 85 pp., in Turkish.
- Robert J. Frosch, (2005), Seismic Rehabilitation using Infill Wall Systems, NATO Science Series. Series IV, Earth and Environ- mental Series, p. 395-409.
- Marko, J., Thambiratnam, D. and Perera, N. (2004). Influence of damping systems on building structures subject to seismic ef- fects, Engineering Structures 26, 1939– 1956.
- Wilson, E.L. and Habibullah, A. (2000). SAP90 A series of computer programs for the.
- Finite element analysis of structures, Computer and California 94704, U.S.A. Berkeley,
Abstract
Türkiye’de binalar 1950 yılına kadar hımış, bağdadi ve yığma yapı elemanlarıyla yapılmıştır. 1950’lerden sonra betonarme yapıların gelişmesiyle, ev sahibi olmak isteyen insanlar seçimlerini betonarme yapılardan yana kullanır hale gelmişlerdir. Yine de yıllar önce yapılan hımış, bağdadi ve yığma yapılar halen yaygın olarak kullanılmaktadırlar. Bir deprem bölgesindeki hasar görmüş yapılar incelendiğinde, hımış ve bağdadi yapıların diğer yapı türleri ile karşılaştırıldığında daha az hasar gördüğü gözlenmiştir. Bu çalışmada, hımış ve bağdadi yapıların yatay yükler altındaki davranışı incelenmiştir. Hımış ve bağdadi yapılar SAP2000 bilgisayar program ile modellenmiş ve çözülmüştür. Kirişler ve kolonlar gibi ahşap yapısal elemanlar çerçeve elemanı olarak modellenmiştir. Kerpiç, tuğla ve taş gibi dolgu malzemeleri katı rijit eleman olarak modellenmiştir. Bu tipte yapıların incelenmesi sonucunda, betonarme ve yığma yapılarla karşılaştırıldığında çok daha sünek oldukları sonucun da varılmıştır
References
- Dogan, M., Unluoglu, E. and Ozbasaran, H. (2007). Earthquake failures of cantilever projections buildings, Engineering Fail- ure Analysis 14(8), p1458-1465.
- Aslı, E.A. (2004). Some observations on the Seismic Behaviour of Traditional Timber Structures in Turkey, Ms., Thesis, Middle East Tecnical University, 2004
- Çobanoğlu, T. (2001). Himis Construction Sys- tem In Traditional Turkish Wooden Houses Historical Consructions, P.B. Lourenço, P. Roca (Eds), Guimaraes.
- Dogan, M. (1997). Earthquake Analyzed of Structurals, ISBN (978-975-7936-52-7), ESOGU No:143.
- Aksoy, D. and Ahubay, Z. (2006). Earthquake behaviour of wooden frame traditional Turkısh habitation, İTÜ Faculty of archi- tecture, Taşkışla, 34437, Taksim, İstan- bul.
- Turkish Seismic Code (TEC) (2007). Ministry of Public Works and Settlement of Tur- key, Ankara. 85 pp., in Turkish.
- Robert J. Frosch, (2005), Seismic Rehabilitation using Infill Wall Systems, NATO Science Series. Series IV, Earth and Environ- mental Series, p. 395-409.
- Marko, J., Thambiratnam, D. and Perera, N. (2004). Influence of damping systems on building structures subject to seismic ef- fects, Engineering Structures 26, 1939– 1956.
- Wilson, E.L. and Habibullah, A. (2000). SAP90 A series of computer programs for the.
- Finite element analysis of structures, Computer and California 94704, U.S.A. Berkeley,
Details
| Primary Language | English |
|---|---|
| Journal Section | Articles |
| Authors | |
| Publication Date | October 1, 2010 |
| Published in Issue | Year 2010 Volume: 11 Issue: 1 |
