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Chuyên ngành: : 8580201 : ngày 22 tháng : : : 2) : : - - MSHV: 1870497 8580201 I II III 22/02/2021 IV 05/08/2021 V TP.HCM, ngày i tháng n thành ii - iii ABSTRACT In this thesis, the behavior of planar reinforced concrete frame structure with and without brick wall infilled is studied based on numerical modelling method The analysis model is built based on finite element method by Abaqus software Model simulates the performance of planar frame under action of lateral load with input parameters taken from experiments implemented recently The accuracy and suitability of numerical models is validated through results of force-displacement relations, distributions of stresses and cracks in structure under failure iv v 1.1 1.2 1.3 1.4 5 35 36 37 37 38 39 39 47 48 3.7 Mơ hình v t li u cho g ch 51 53 4.1 4.2 53 Cách th 55 4.3 56 vi 4.4 60 66 5.1 5.2 66 n 67 68 vii 10 11 12 13 13 14 15 16 17 mà 18 18 19 sau phân tách khung- 20 21 22 23 viii GIIC GIIIC 0.125N/ mm 4.4 4.4.1 - 60 (58) Hình 4.6: - 61 4.4.2 K t qu mô ph ng khung K2 62 phá 63 64 65 5.1 - g - - ng - 66 5.2 Abaqus Simplified Micro Modelling Macro-scale Modelling ngang 67 [1] -Dimensional Static and Dynamic Analysis of Structures, A Physical Approach with Emphasis on Earthquake Engineering CSI, Computers and Structures, Inc, 2002 [2] P Wriggers, Nonlinear Finite Element Methods Springer, 2008 [3] L G Response of Brick Masonry Shear Walls Part II: The Continuum Model and Its Applications Earthquake Engineering and Structural Dynamics, vol 26, pp.441-462, 1997 [4] E Moradabadi, D F Laefer, J - random field finite element method to predict the maximum eccentric compressive load for masonry prisms Construction and Building Materials, vol 77, pp 489-500, 2015 [5] toric masonry structures Prog Struct Engng Mater, 2002 [6] L Macorini and B -linear interface element for 3D mesoscale analysis of brick-masonry structures International Journal for Numerical Methods in Engineering, vol 85, pp 1584-1608, 2011 [7] for the Analysis 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Infilled Frames Journal of Structural Engineering, vol 125, no 3,1999 [31] -plane behaviour of historical brick masonry walls Acta Mechanica ,vol 221, pp 65-77, 2011 [32] -plane Loaded Masonry Structure The Open Civil Engineering Journal, vol 6, (Suppl 1-M8) 200-214 1874-1495, 2012 [33] M A Najafgholipour, M R Maheri and P historical brick masonry walls Acta Mechanica, vol 221, pp 65-77 [34] masonry wall behaviour using a simplified micro-model approach 71 Engineering Structures, vol 151 10.1016, 2017 [35] J R Benjamin and H Shear Walls, ASCE J Struct Div, vol 84, pp 30, 1958 [36] R J Mainstone and G ing frame on Proc., 2nd Int Brick Masonry Conf, Building Research Establishment, Watford, England, 1971 [37] incluida en porticos caracteristicas de rigidez y resitencia lateral en estado limite Jornadas Argentinas de Inteneieria Estructural Buenos Aires, Argentina, pp.817 836, 1987 [38] F G Crisafulli and A of Infilled Frame Structures -Model for The Analysis Bulletin of The New Zealand Society for Earthquake Engineering, vol 40, no 2, 2007 [39] Performance of Masonry Infilled R/C Frames 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, 2004 [40] D J Kakaletsis and C and openings on infilled R/C frames under cycling loading J Earthq Eng., vol 12, no 2, pp.197 221, 2008 [41] element model for the evaluation of the seismic behaviour of unreinforced masonry buildings Journal of Engineering Structures, vol 40, pp 327 338, 2012 [42] M masonry walls under shear, Proceedings CDROM of the 6th World 72 Congress on Computational Mechanics (WCCM VI) in conjunction with the 2nd Asian Pacific Congress on Computational Mechanics (APCOM'04), Beijing, China, pp 4341-4346, 2004 [43] asonry Subjected to Concentrated Loads Journal of Structural Engineering, vol 114, no 8, August, 1988 73 Khánh Hòa Email: tnh1991@gmail.com 2010 201 2018 74 ... based on numerical modelling method The analysis model is built based on finite element method by Abaqus software Model 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