KAYNAKLAR
[1] Arun, G., 2005. Yığma Yapıların Deprem Guvenliğinin Arttırılması Calıstayı,
ODTU, Ankara, 17 Subat 2005.
[2] İlki, A., Akgun, D., Goray, O., Demir, C. and Kumbasar, N., 2006. Retrofit of
Concrete Members with Externally Bonded Prefabricated SFRCC
Jackets, 16th European Conference of Fracture Failure Analysis of
Nano and Engineering Materials and Structures, MMCP S.P. Shah –
Sessions, Alexandroupolis, Greece, July 3-7.
[3] Saadatmanesh, H., Ehsani, M.R. and Jin, L., 1997. Repair of Earthquake-
Damaged RC Columns With FRP Wraps, ACI Structural Journal.
91(2), pp. 206-215.
[4] Seible, F., Priesley, J.N., Hegemier, G.A. and Innamorato, D., 1997. Seismic
Retrofit of RC Columns With Continuous Carbon Fiber Jackets.
Journal of Composites for Construction, 1(2), pp. 52-62.
[5] JCI-DFRCC Committee, 2003. DFRCC Terminology and Application
Concepts, Journal of Advanced Concrete Technology, Vol. 1, No.3,
pp. 335-340.
122
[6] Sağdıc, Z., 1999. Sıraev Kavramının İncelenmesi ve Osmanlı Mimarisinde
Akaretler Sıraev Grubunun Yeri ve Onemi, Yüksek Lisans Tezi, İ.T.U.
Fen Bilimleri Enstitusu, İstanbul.
[7] Kurtay, N., 2000. İstanbul´da 19.Yuzyıl Kentsel Yasamına Kosut Olarak
Değisen Saray ve Konut Mimarlığı, Doktora Tezi, İ.T.U. Fen Bilimleri
Enstitusu, İstanbul.
[8] Kırsan, C., 1999. 19.Yuzyıl Kentsel Yasamına Kosut Olarak Değisen Saray ve
Konut Mimarlığı, Doktora Tezi, İ.T.U. Fen Bilimleri Enstitusu,
İstanbul.
[9] İlki, A., İspir, M., Demir, C., Karamuk, E., As, F., Cini, N., Aydın, M.,
Toponder, G., Tulun, T., Kumbasar, N. and Akman, S., 2007.
Seismic Safety of Historical Row House Complex Built during
Ottoman Period. Ninth Canadian Conference on Eartquake
Engineering Ottawa, Ontoria, Canada, 26-29 July 2007.
[10] Prota, A., Marcari, A., Fabbrocina, G., Manfredi G. and Aldea, C., 2006.
Experimental In-Plane Behavior of Tuff Masonry Strengthned with
Cementitious Matrix-Grid Composites. Journal of Composites for
Costruction, 10:3, pp. 223-233.
[11] Gabor, A., Bennani, A., Jacquelin, E. and Lebon, F., 2005. Modelling
Approaches of the In-Plane Shear Behaviour of Unreinforced and FRP
Strengthened Masonry Panels. Composites Structures, 2005.04.012.
[12] Valluzi, M.R., Tinazzi, D. and Modena, C., 2002. Shear Behavior of Masonry
Panels Strengthened by FRP Laminates. Journal of Construction and
Building Materials, 16, pp. 409-416.
[13] Corradi, A., Borri, A. and Vignoli, A., 2003. Experimental Study on the
Determination of Strength of Masonry Walls. Journal of Construction
and Building Materials, 17, pp. 325-337.
123
[14] Corradi, A., Borri, A. and Vignoli, A., 2003. Strengthening Techniques Tested
on Masonry Structures Struck by the Umbria-Marche Eartquake.
Journal of Construction and Building Materials, 16, pp. 229-239.
[15] T. Kanakubo, M. Shindo F, 1997. Shear Behavior of Fiber-Mesh Reinforced
Plates, Non-Metallic (FRP) Reinforcement for Concrete Structures,
Proceedings of the Third International Symposium,Vol. 2,
pp. 317-324.
[16] Collins, M.P., Vecchio, F.J. and Mehlhorn, G, 1985. An International
Competition to Predict the Response of Reinforced Concrete Panels.
Canadian Journal of Civil Engineering, Vol. 12, pp. 624-644.
[17] ASTM E 519 – 02. (2002). Standard test method for diagonal tension (shear) in
masonry assemblages. An American National Standard.
[18] Deprem Bolgelerinde Yapılacak Yapılar Hakkında Yonetmelik (2007).
Bayındırlık ve İskan Mudurluğu.
[19] ENV 1996-1-1. Eurocode 6., (1996). Design of Masonry Structures.
[20] Triantafillou, Thanasis C., 1998. Experimental Strengthening of Masonry
Structures Using Epoxy-Bonded FRP Laminates. Journal of
Composites and Construction, Vol. 2, No. 2, pp. 96-104.
[21] ASTM C 1531 – 03. (2003). Standard test method for in situ measurement of
masonry mortar joint shear strength index. An American National
Standard.
[21] Tomazevic, M., Lutman, M. and Pertrovic, L. 1993. In Plane Behavior of
Reinforced Masonry Walls Subjected to Cyclic Lateral Loads. Report
the Ministry of Science and Technology of Republic of Slovenia, part
1 and part 2, Liubljana, Slovenia.
124
[24]LUSAS, “Finite element analysis software products”, Finite Element System, FEA Ltd,
United Kingdom, 2006.
