Yıl 2010, Cilt 11 , Sayı 1, Sayfalar 35 - 45 2010-10-01

SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS
Uygulamalı Bilimler ve Mühendislik

Mizam DOĞAN [1]


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.

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
Bağdadi yapı, Hımış yapı, Katı rijit, Ahşap çerçeve, Sismik yük, Kerpiç
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Birincil Dil en
Bölüm Araştırma Makalesi
Yazarlar

Yazar: Mizam DOĞAN

Tarihler

Yayımlanma Tarihi : 1 Ekim 2010

Bibtex @ { aubtda42100, journal = {Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering}, issn = {1302-3160}, eissn = {2146-0205}, address = {}, publisher = {Eskişehir Teknik Üniversitesi}, year = {2010}, volume = {11}, pages = {35 - 45}, doi = {}, title = {SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS}, key = {cite}, author = {Doğan, Mizam} }
APA Doğan, M . (2010). SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS . Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering , 11 (1) , 35-45 . Retrieved from https://dergipark.org.tr/tr/pub/aubtda/issue/3031/42100
MLA Doğan, M . "SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS" . Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 11 (2010 ): 35-45 <https://dergipark.org.tr/tr/pub/aubtda/issue/3031/42100>
Chicago Doğan, M . "SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS". Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 11 (2010 ): 35-45
RIS TY - JOUR T1 - SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS AU - Mizam Doğan Y1 - 2010 PY - 2010 N1 - DO - T2 - Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering JF - Journal JO - JOR SP - 35 EP - 45 VL - 11 IS - 1 SN - 1302-3160-2146-0205 M3 - UR - Y2 - 2021 ER -
EndNote %0 Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS %A Mizam Doğan %T SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS %D 2010 %J Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering %P 1302-3160-2146-0205 %V 11 %N 1 %R %U
ISNAD Doğan, Mizam . "SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS". Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 11 / 1 (Ekim 2010): 35-45 .
AMA Doğan M . SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS. AUBTD-A. 2010; 11(1): 35-45.
Vancouver Doğan M . SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering. 2010; 11(1): 35-45.
IEEE M. Doğan , "SEISMIC ANALYSIS OF TRADITIONAL BUILDINGS: BAGDADI AND HIMIS", Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering, c. 11, sayı. 1, ss. 35-45, Eki. 2010