**Author details**

Bilge Doran<sup>1</sup> \*, Hasan Orhun Köksal<sup>2</sup> , Selen Aktan<sup>2</sup> , Oktay Jafarov<sup>3</sup> and Cengiz Karakoç<sup>4</sup> [10] Shing PB, Lofti HR, Barzegarmehrabi A, Brunner J. Finite-element analysis of shear resistance of masonry wall panels with and without confining frames. Proceedings of

Constitutive Modeling of Masonry Walls Strengthened with Fiber Reinforced Polymers

http://dx.doi.org/10.5772/intechopen.77201

23

[11] Köksal HO, Karakoç C. An isotropic damage model for concrete. Materials and

[12] Köksal HO, Arslan G. Damage analysis of RC beams without web reinforcement. Magazine of Concrete Research. 2004;**56**(4):231-241. DOI: 10.1680/macr.2004.56.4.231 [13] Köksal HO, Jafarov O, Doran B, Aktan S, Karakoç C. Computational material modeling of masonry walls strengthened with fiber reinforced polymers. Structural Engineering

[15] Dhanasekar M, Page AW, Kleeman PW. A finite element model for the in-plane behavior of brick masonry. Proceedings of the 9th Australasian Conference on Mechanisms of

[16] Ganz HR, Thurlimann B. Strength of brick walls under normal force and shear. Proceedings of the 8th International Symposium on Load Bearing Brickwork. London,

[17] Lourenco PB. Computational strategies for masonry structures [Ph.D. thesis]. Civil Engineering and Geosciences. Eindhoven, Netherland: Delft University; 1996

[18] Chaimoon K, Attard MM. Modeling of unreinforced masonry walls under shear and compression. Engineering Structures. 2007;**29**(9):2056-2068. DOI: 10.1016/j.engstruct.2006.

[19] Giambanco G, Rizzo S, Spallino R. Numerical analysis of masonry structures via interface models. Computer Methods in Applied Mechanics and Engineering. 2001;**190**(49-50):

[20] Lourenco PB, Rots JG. Multisurface interface model for analysis of masonry structures. Journal of Engineering Mechanics. 1997;**123**(7):660-668. DOI: 10.1061/(ASCE)0733-9399

[21] Formica G, Sansalone V, Casciaro R. A mixed solution strategy for the nonlinear analysis of brick masonry walls. Computer Methods in Applied Mechanics and Engineering.

[22] Milani G. 3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips. International Journal of Mechanical Sciences. 2010;**52**(6):784, 004-803. DOI:

[23] Grande E, Milani G, Sacco E. Modelling and analysis of FRP-strengthened masonry panels. Engineering Structures. 2008;**30**(7):1842-1860. DOI: 10.1016/j.engstruct.2007.12.007

[24] Jafarov O. Lifli Polimerle Güçlendirilmiş Yığma Duvarların Modellenmesi [Ph.D. the-

2002;**191**(51-52):5847-5876. DOI: 10.1016/S0045-7825(02)00501-7

sis]. Istanbul: Civil Engineering, Yıldız Technical University; 2012

6493-6511. DOI: 10.1016/S0045-7825(01)00225-0

the Tenth World Conference on Earthquake Engineering. 1992:2581-2586

and Mechanics. 2013;**48**(5):737-755. DOI: 10.12989/sem.2013.48.5.737 [14] LUSAS Finite Element System, Version 14.5-2. FEA Ltd, Surrey. UK; 2011

Structures. 1999;**32**(222):611-617. DOI: 10.1007/BF02480497

Structures. 1984:262-267

U.K; 1983

10.019

(1997)123:7(660)

10.1016/j.ijmecsci.2010

