Yıl: 2010 Cilt: 21 Sayı: 1 Sayfa Aralığı: 4959 - 4978 Metin Dili: Türkçe İndeks Tarihi: 29-07-2022

Beton panellerle güçlendirme - kuramsal yaklaşım

Öz:
Yapılarda bulunan boşluklu tuğla duvarların yüksek dayanımlı önüretimli beton paneller kullanılarak güçlendirilmesi ilkesine dayanan ekonomik, yapısal olarak etkili ve uygulaması kolay bir depreme karşı güçlendirme yöntemi geliştirilmiştir. Bu teknik, yapının boşaltılmasını gerektirmemekte ve konut kullanıcılarına fazla rahatsızlık vermeden uygulanabilmektedir. Bu amaçla, toplam onsekiz adet boşluklu tuğla dolgu duvarlı çerçeve, deprem yükünü benzeştirecek tersinir tekrarlanır yatay yükler altında test edilmiştir. Deney elemanları altı değişik önüretimli beton panel kullanılarak güçlendirilmiştir. Bu çalışmada, yüksek dayanımlı önüretimli beton paneller kullanılarak güçlendirilen boşluklu tuğla dolgu duvarları hem eşdeğer çapraz çubuk elemanları ile hem de eşdeğer kalınlığa sahip duvarlar ile modellenmiştir. Deney sonuçları, sözü edilen iki yaklaşımın kuramsal sonuçları ile karşılaştırılmıştır.
Anahtar Kelime:

Konular: İnşaat Mühendisliği İnşaat ve Yapı Teknolojisi

Seismic strengthening with precast concrete panels - theoretical approach

Öz:
An economical, structurally effective and practically applicable seismic retrofitting technique has been developed on the basis of the principle of strengthening the existing hollow brick infill walls by using high strength precast concrete panels. The technique would not require evacuation of the building and would be applicable without causing much disturbance to the occupant. For this purpose, a total of eighteen reinforced concrete frames with hollow brick infill walls were tested under reversed cyclic lateral loading simulating earthquake. The specimens were strengthened by using six different types of precast concrete panels. In the present study, hollow brick infill walls strengthened by using high strength precast concrete panels were modeled once by means of equivalent diagonal struts and once as monolithic walls having an equivalent thickness. The experimental results were compared with the analytical results of the two approaches mentioned.
Anahtar Kelime:

Konular: İnşaat Mühendisliği İnşaat ve Yapı Teknolojisi
Belge Türü: Makale Makale Türü: Derleme Erişim Türü: Erişime Açık
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APA Baran M, CANBAY E, TANKUT T (2010). Beton panellerle güçlendirme - kuramsal yaklaşım. , 4959 - 4978.
Chicago Baran Mehmet,CANBAY ERDEM,TANKUT Tuğrul Beton panellerle güçlendirme - kuramsal yaklaşım. (2010): 4959 - 4978.
MLA Baran Mehmet,CANBAY ERDEM,TANKUT Tuğrul Beton panellerle güçlendirme - kuramsal yaklaşım. , 2010, ss.4959 - 4978.
AMA Baran M,CANBAY E,TANKUT T Beton panellerle güçlendirme - kuramsal yaklaşım. . 2010; 4959 - 4978.
Vancouver Baran M,CANBAY E,TANKUT T Beton panellerle güçlendirme - kuramsal yaklaşım. . 2010; 4959 - 4978.
IEEE Baran M,CANBAY E,TANKUT T "Beton panellerle güçlendirme - kuramsal yaklaşım." , ss.4959 - 4978, 2010.
ISNAD Baran, Mehmet vd. "Beton panellerle güçlendirme - kuramsal yaklaşım". (2010), 4959-4978.
APA Baran M, CANBAY E, TANKUT T (2010). Beton panellerle güçlendirme - kuramsal yaklaşım. Teknik Dergi, 21(1), 4959 - 4978.
Chicago Baran Mehmet,CANBAY ERDEM,TANKUT Tuğrul Beton panellerle güçlendirme - kuramsal yaklaşım. Teknik Dergi 21, no.1 (2010): 4959 - 4978.
MLA Baran Mehmet,CANBAY ERDEM,TANKUT Tuğrul Beton panellerle güçlendirme - kuramsal yaklaşım. Teknik Dergi, vol.21, no.1, 2010, ss.4959 - 4978.
AMA Baran M,CANBAY E,TANKUT T Beton panellerle güçlendirme - kuramsal yaklaşım. Teknik Dergi. 2010; 21(1): 4959 - 4978.
Vancouver Baran M,CANBAY E,TANKUT T Beton panellerle güçlendirme - kuramsal yaklaşım. Teknik Dergi. 2010; 21(1): 4959 - 4978.
IEEE Baran M,CANBAY E,TANKUT T "Beton panellerle güçlendirme - kuramsal yaklaşım." Teknik Dergi, 21, ss.4959 - 4978, 2010.
ISNAD Baran, Mehmet vd. "Beton panellerle güçlendirme - kuramsal yaklaşım". Teknik Dergi 21/1 (2010), 4959-4978.