___

• Benetti, D., Carydis, P., Limongelli M.P;
• “Evaluation of the seismic response of masonry
• buildings based on energy functions”,
• Earthquake Engineering and Structural
• Dynamics”, 30: 1061-1081, 2001.
• Corradi, M. ve ark., “Experimental study on the
• determination of strength of masonry walls”,
• Science Direct, Construction and Building
• Materials, 17(5): 325-337, 2003.
• Arun, G., “Behaviour of masonry structures”,
• YDGA 2005-Yığma Yapıların Deprem
• Güvenliğinin Arttırılması Çalıştayı, Mıddle
• East Technıcal Unıversıty, Ankara, 84-89, 2005.
• Tomazevic, M., Lutman, M., Bosıljkov, V.,
• “Robustness of hollow clay masonry units and
• seismic behavior of masonry walls” Science
• Direct, Construction and Building Materials,
• (10): 1028-1039, 2006.
• Kanıt, R. ve ark.,”Depreme maruz yığma duvarın
• kırılması ve deprem yönetmeliğinin irdelenmesi”,
• Antalya Yöresinin İnşaat Mühendisliği
• Sorunları Kongresi, Antalya, 232-240, 2005 (In
• Turkish).
• Kanıt, R., Atımtay,E., “Experimental Assessment
• of the Seismic Behavior of Load-Bearing
• Masonry Walls Loaded Out-of-Plane” Turkish J.
• Eng. Env.Sci., 30: 101-113, 2006.
• Batur, A., “Donatısız yığma binaların yatay
• yükler altındaki davranışı ve bazı ülkelerin
• şartnamelerinin incelenmesi”,Yüksek Lisans
• Tezi, İstanbul Teknik Üniversitesi Fen
• Bilimleri Enstitüsü, İstanbul, 57-66, 1999 (In
• Turkish).
• Carley, P., Myers, J.J., “Shear and flexural
• strengthening of masonry infill walls with FRP
• for extreme out-of plane loading”, Proceedings
• of the Architectural Engineering 2003
• Conference, September, Austin, Texas 1-14,
• -
• Zarnic, R., Gostic, S., Crewe, A.J., Taylor, C.A.,
• “Shaking table tests of 1/4 reduced-scale models
• of masonry unfilled concrete frame buildings”,
• Earthquake Engineering and Structural
• Dynamics, 30: 819-834, 2001.
• Corradi, M., Tedeschi, C., Binda, L., Borri, A.,
• “Experimental evaluation of shear and
• compression strength of masonry wall before and
• after reinforcement: Deep
• repointing”,Construction and Building
• Materials, 22: 463–472, 2008.
• Franch, K., A., G., Morbelli, G., M., G.,
• Inostroza, M., A., A., Gori, R., E., “A seismic
• vulnerability index for confined masonry shear
• wall buildings and a relationship with the
• damage”, Engineering Structures, 30: 2605–
• , 2008
• TS 7720–1, “Horizontal Joints Between Load -
• Bearing Walls and Concrete Floors - Laboratory
• Mechanical Tests - Effect of Vertical Loading
• and of Moments Transmitted By The Floors”,
• Turkish Standards Institute, Ankara, 1-12,
• -
• TS EN 13139, “Aggregates for mortar”, Turkish
• Standards Institute, Ankara, 10-39, 2005.
• TS 4559/T3, “Steel Mesh for Concrete”, Turkish
• Standards Institute, Ankara, 1-20, 2007.
• TS 708/T “Steel for the reinforcement of concrete
• - Reinforcing steel”, Turkish Standards
• Institute, Ankara, 1-19, 2007.
• TS 1247, “Mixing, Placing and Curing of
• Concrete (Normal Weather Conditions), Turkish
• Standards Institute, Ankara, 20-39, 1984.
• “Deprem Bölgelerinde Yapılacak Yapılar
• Hakkında Yönetmelik”, T.C. Bayındırlık ve
• İskan Bakanlığı Afet İşleri Genel Müdürlüğü
• Deprem Araştırma Dairesi”, Ankara, 86-159,
• -
• TS 500/T2, “Requirements for design and
• construction of reinforced concrete structures”,
• Turkish Standards Institute, Ankara, 1-50,
• -
• Shedid, M., T., Dakhakhni, W., W., E., Drysdale,
• R., G., “Behavior of fully grouted reinforced
• concrete masonry shear walls failing in flexure:
• Analysis”, Engineering Structures, 31(9): 2032-
• , 2009.
• Kanıt, R., Analytical And Experimental
• Assessment Of Seismic Behavior Of Masonry
• Walls Subject To Out-Of-Plane Forces, J. of the
• Faculty of Engineering and Architecture of
• Gazi University, 22 (2): 441-449,2007.