Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Yavuz Selim Tama"'
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 13, Iss 2, Pp 203-212 (2007)
1992 Erzincan depremi ile başlayan ve günümüze kadar geçen 14 yıllık süre içerisinde yaşamış olduğumuz orta ve büyük ölçekli depremlerde, daha yüksek bina önem katsayıları ile tasarlanmalarına rağmen kamu yapılarının da diğ
Externí odkaz:
https://doaj.org/article/e1d857c2f7c3499e9a8bcc32db914f8c
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 13, Iss 2, Pp 203-212 (2007)
Although, state buildings are designed with higher building importance factors with respect to other buildings, they are damaged and collapsed in medium and large scale earthquakes occurred throughout the 14 year period starting from 1992 Erzincan Ea
Externí odkaz:
https://doaj.org/article/8789c7f35e2b4da89e0d6a5a735eebf4
Autor:
Yavuz Selim Tama
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 1, Pp 63-72 (2003)
Bu çalışmada, çelik yapılarda yaygın olarak kullanılan "Moment dayanımlı çerçeve" teşkil biçimleri özetlenmiştir. Farklı şekillerde teşkil edilen moment dayanımlı çerçeveler; düzenleniş biçimlerine, kullanılan birleşim elem
Externí odkaz:
https://doaj.org/article/15450e1254654a8386b637fb4b186959
Autor:
Yavuz Selim TAMA
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 1, Pp 63-72 (2003)
In this paper, the moment resisting frames which are commonly used on the steel structures are summerized. The moment resisting steel frames which are constructed with different shapes are classified according to the configuration of moment frame, th
Externí odkaz:
https://doaj.org/article/dc1bf85206194056b4786ef7cabc15ae
Autor:
Yavuz Selim TAMA, Hasan KAPLAN
Publikováno v:
Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Vol 6, Iss 3, Pp 209-215 (2002)
Bu ç a lışmad a depreme karşı güvenliğin artınlnıasında etkili olan betonarme boşluklu perde duvar sistemlerinde, yatay yükler altında perde J uvar- bağ ki ri şi ar asındaki etkileşim ve üst kat bağ kirişi yüksekliğinin sistemin
Externí odkaz:
https://doaj.org/article/d92c50e24bff464384d5c2d6e172332a
Autor:
Hasan Kaplan, Yavuz Selim Tama
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 1, Iss 1, Pp 25-32 (1995)
Bu çalışmada, bağ kirişi-perde taşıyıcı sistemlerde, bağ kirişi boyutlarının sistemin davranışına etkisi incelenmiştir. Bir modelde üst kat bağ kirişi yüksekliği değiştirilerek çözümler yapılmştır. Çözümlerde sonlu el
Externí odkaz:
https://doaj.org/article/e79bdac134b74de187663c1ef8717e9c
Autor:
Hasan KAPLAN, Yavuz Selim TAMA
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 1, Iss 1, Pp 25-32 (1995)
In multi-story buildings, shear walls are used against the horizontal loads because their stiffness are greater than those of columns. The lateral deflections of tall building structures due to earthquake or wind is important role on the damage of bu
Externí odkaz:
https://doaj.org/article/d6b7e2062bbd4ea8a4c273cef3ce71d5
Structural damages observed in state buildings after Simav/Turkey earthquake occurred on 19 May 2011
Autor:
Yavuz Selim Tama
Publikováno v:
Natural Hazards and Earth System Sciences, Vol 12, Iss 8, Pp 2709-2718 (2012)
Different levels of damages occurred in state buildings, especially in educational facilities, during the Simav earthquake (ML=5.7) on 19 May 2011. A site survey was carried out in the area after the earthquake, where six state buildings were examine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9237add4f26ea480dd8d3f2e2f5fedc0
https://www.nat-hazards-earth-syst-sci.net/12/2709/2012/
https://www.nat-hazards-earth-syst-sci.net/12/2709/2012/
Publikováno v:
Journal of Vibration and Control. 19:2421-2433
In this study a seismic performance assessment of school buildings, which have been built in accordance with template unreinforced masonry school projects in Turkey, has been conducted. For this purpose, the most widely used three template projects h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb5701db9c98cbf776dac6840d617021
https://doi.org/10.1177/1077546312453190
https://doi.org/10.1177/1077546312453190
Autor:
Yavuz Selim TAMA
Publikováno v:
Volume: 9, Issue: 1 63-72
Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 1, Pp 63-72 (2003)
Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 1, Pp 63-72 (2003)
In this paper, the moment resisting frames which are commonly used on the steel structures are summerized. The moment resisting steel frames which are constructed with different shapes are classified according to the configuration of moment frame, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::670f1b5cd41a8b0429cb3172e00789c3
https://dergipark.org.tr/tr/pub/pajes/issue/20529/218670
https://dergipark.org.tr/tr/pub/pajes/issue/20529/218670