One side strengthening of masonry walls with CFRP

N. Torunbalci*, E. Onar, F. Sutcu

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: ???type-name???Konferans katkısıbilirkişi

1 Atıf (Scopus)

Özet

Masonry structures may exhibit inferior performance against lateral loads, such as those induced by earthquakes. In this context, it is crucial for such structures of historical value to increase their seismic performances in order to be protected against the earthquakes. This study deals with the empirical assessment of strengthening the masonry structures whose structural walls are constructed with bricks. In this study, conventional brick walls are strengthened using CFRP stripe and textile materials in different forms on one side and the target is to determine the effect of this strengthening on the behaviours and the strength of the walls on an empirical approach.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıStructural Studies, Repairs and Maintenance of Heritage Architecture XI
Sayfalar429-440
Sayfa sayısı12
DOI'lar
Yayın durumuYayınlandı - 2009
Etkinlik11th International Conference on Structural Repairs and Maintainance of Heritage Architecture, STREMAH 2009 - Tallinn, Estonia
Süre: 22 Tem 200924 Tem 2009

Yayın serisi

AdıWIT Transactions on the Built Environment
Hacim109
ISSN (Basılı)1743-3509

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???event.eventtypes.event.conference???11th International Conference on Structural Repairs and Maintainance of Heritage Architecture, STREMAH 2009
Ülke/BölgeEstonia
ŞehirTallinn
Periyot22/07/0924/07/09

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