Araştırma Makalesi
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BİNA KAPLAMA SİSTEMLERININ SİSMİK PERFORMANSI: DENEYSEL ÇALIŞMA

Yıl 2019, Cilt: 18 Sayı: 36, 23 - 32, 31.12.2019

Öz

Modern binalar genellikle doğal taş veya cam alüminyum panellerin kaplama sistemlerine sahiptirler.
Kaplama, bir binanın maliyetinin% 25'ini oluşturur, bütünlüğü ve hizmet ömrü üzerinde büyük bir etkiye
sahiptir ve görünümünü korur. Bu makalede, iki büyük uygulama projenin kaplama sistemlerinin dinamik
davranışı araştırılmıştır. İlk proje Cezayir'deki Ulu cami projesidir ve ikinci proje Almatı-Kazakistan'da
bir kule projesidir. İlk projede taş kaplama sistemi, ikinci projede cam alüminyum panel kaplama sistemi
kullanılmıştır. Bu çalışmada kaplama sistemi bağlantı detaylarının yeterliliğini doğrulamak için sarsma
tablası testleri yapılmıştır. Test sonuçları, tasarlanan cephe detaylandırmasının uygun olduğunu
göstermektedir ve kaplama duvarı hasar görmeden bina yapısından serbestçe hareket eder. Bu makalede
test örnekleri detayları, test sonuçları ve mimar veya tasarım mühendisinin kaplama sistemi bağlantı
detaylarının tasarımında dikkate alması gereken tavsiyeler sunulmaktadır.

Kaynakça

  • American Architectural Manufacturers Association Standard AAMA 501.6-01.
  • Larkin, J.H., (1998), SecuringThe Stone, Civil Engineering ASCE (68:1) 65-67.
  • Pinelli J.P., Moor, C., Goodno, B.L., (1996), Testing of Energy Dissipating Cladding Connections, Earthquake and Structural Dynamics, 25, 129-147.
  • Richardson, B.A., (2001), Defects and Deterioration in Buildings, Spon Pres, New York.
  • Vandenberg, M. (edt). (1975), Handbook of Building Enclosure, The Architectural Press, London.

SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK

Yıl 2019, Cilt: 18 Sayı: 36, 23 - 32, 31.12.2019

Öz

Cladding accounts for up to 25% of the cost of a building, has a major impact on its integrity, service life
and preserves its appearance. In this paper the dynamic behavior of cladding systems of two projects in
practice was investigated. The first project is the Great mosque project in Algeria and the second project
is a high rise building in Almaty- Kazakhstan. In the first project stone cladding system was used and in
the second project glass aluminum panel cladding system was used. Shake table tests were performed to
verify the adequacy of the cladding system connection details. Test results shows that the designed façade
detailing was appropriate and permit free movement of the curtain wall from the building structure
without getting failures. The paper presents test specimens details, test results and the recommendation
that the architect or the design engineer should take into consideration in designing cladding system
connection details.

Kaynakça

  • American Architectural Manufacturers Association Standard AAMA 501.6-01.
  • Larkin, J.H., (1998), SecuringThe Stone, Civil Engineering ASCE (68:1) 65-67.
  • Pinelli J.P., Moor, C., Goodno, B.L., (1996), Testing of Energy Dissipating Cladding Connections, Earthquake and Structural Dynamics, 25, 129-147.
  • Richardson, B.A., (2001), Defects and Deterioration in Buildings, Spon Pres, New York.
  • Vandenberg, M. (edt). (1975), Handbook of Building Enclosure, The Architectural Press, London.
Toplam 5 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Araştırma Makaleleri
Yazarlar

Vail Karakale Bu kişi benim 0000-0002-3799-8439

Yayımlanma Tarihi 31 Aralık 2019
Gönderilme Tarihi 17 Ekim 2019
Yayımlandığı Sayı Yıl 2019 Cilt: 18 Sayı: 36

Kaynak Göster

APA Karakale, V. (2019). SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK. İstanbul Commerce University Journal of Science, 18(36), 23-32.
AMA Karakale V. SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK. İstanbul Commerce University Journal of Science. Aralık 2019;18(36):23-32.
Chicago Karakale, Vail. “SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK”. İstanbul Commerce University Journal of Science 18, sy. 36 (Aralık 2019): 23-32.
EndNote Karakale V (01 Aralık 2019) SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK. İstanbul Commerce University Journal of Science 18 36 23–32.
IEEE V. Karakale, “SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK”, İstanbul Commerce University Journal of Science, c. 18, sy. 36, ss. 23–32, 2019.
ISNAD Karakale, Vail. “SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK”. İstanbul Commerce University Journal of Science 18/36 (Aralık 2019), 23-32.
JAMA Karakale V. SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK. İstanbul Commerce University Journal of Science. 2019;18:23–32.
MLA Karakale, Vail. “SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK”. İstanbul Commerce University Journal of Science, c. 18, sy. 36, 2019, ss. 23-32.
Vancouver Karakale V. SEISMIC PERFORMANCE OF CLADDING SYSTEMS: EXPERIMENTAL WORK. İstanbul Commerce University Journal of Science. 2019;18(36):23-32.