Thông tin tài liệu
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 of Reinforced Concrete and Masonry Structures M.A Thesis, Virginia Polytechnic Institute and State University, 2014 [8] P contact points modelling of infilled frames, method of Proc., 11th World Conf on Earthquake Engineering, Acapulco, Mexico, 1996 [9] J , Heron Delft University of Technology, 1991 68 [10] K Chaimoon and M walls under shear and compression Engineering Structures, vol 29, pp 2056-2068, 2007 [11] testing load bearing walls, Materials and Structures, RILEM, vol 13, no 78, p 433-445,1980 [12] parallel to the bed joints in: Proc 10th Int Brick and Block Masonry Conf., eds N.G Shrive and A Huizer, University of Calgary, Calgary, Alberta, Canada, p 1453-1462, 1994 [13] H direction of the bed joints (in German) Dissertation, Aachen University of Technology, Aachen, Germany,1985 [14] H B Kaushik, D C Rai, and S -Strain Characteristics J Mater Civ Eng., vol 19, no 9, pp 728 739, Sep 2007 [15] K F Abdulla, L wall behaviour using a simplified micro- Eng Struct., vol 151, pp 349 365, Nov 2017 [16] B PhD thesis, Imperial College, London, 1991 [17] 3D frame structures Comput Methods Appl Mech Engrg., vol 19, pp.1029-1053, 2001 [18] A Chopra, Dynamics of Structures, theory and applications to 69 earthquake engineering, 4th Edition Prentice-Hall, 2012 [19] R Vonk, Softening of Concrete Loaded in Compression Eindhoven: Technical University of Eindhoven, ISBN 90-386-Q062-3, 1992 [20] -linear behaviour of masonry under tension Heron, vol 42 no 1, ISSN 0046-7316, pp 25-54, 1997 [21] F with masonry infills, PhD thesis, Univ of Canterbury, 1997 [22] Mitigation of Multi-Storey Buildings PhD thesis, Imperial College London , 2015 [23] -resistant design of masonry buildings Series on Innovation in Structures and Construction, vol 1, Imperial College Press, ISBN 1.86094-066-8, 1999 [24] R Meli, S Brzev, M Astroza, T Boen, F Crisafulli, J Dai, M Farsi, T Hart, A Mebarki, A S Moghadam, D Quiun, M Tomazevic and L -Rise Confined Masonry Buildings Earthquake Engineering Research Institute, Oakland, California, ISBN: 978-1-932884-56-2, 2011 [25] Masonry Structures Journal of Engineering Mechanics, vol 123, pp 660masonry assemblages Construction and Building Material, vol 83 10.1016, 2015 [26] of test samples to test the compressive strength of masonry in: Proc 10th Int Brick and Block Masonry Conf., eds N.G Shrive and A 70 Huizer, University of Calgary, Calgary, Alberta, Canada, pp 13051313,1994 [27] Nonlinear Modelling of Masonry Infill Walls in Building Structures Subject to Extreme Loading London, England, 2017 [28] modelling of in-plane behaviour of URM walls and an investigation into the aspect ratio, vertical and horizontal post-tensioning and head joint as a parametric study Elsevier, Archives of civil and mechanical engineering, vol 9, pp 5-27, 2007 [29] D Shapiro, J Uzarski, M Webster, R Angel and A Abrams, -Of-Plane Strength of Cracked Masonry Infills Technical Report, University of Illinois, ISSN: 0069-4274, 1994 [30] R D Flanagan and R Clay Tile 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 simulates the performance of planar frame under action of lateral load with... 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 24 24 25 26 26 28 30 30 Hình 31 - 31 - 32 32 33 33 34 35 - 36 36 ix 41 Hình... 4.3: 56 57 - Hình 4.10: K2 64 Hình 4.11: 64 Hình 4.12: 65 Hình 4.13: 65 Hình 4.14: 66 x 1.1 - 1.2 khung Tro 1.3 chi phí 1.4 ung làm rõ K K d d F (1) F F d - o model), hình d 2.3.1 mơ hình: mơ hình
Ngày đăng: 27/02/2022, 23:36
Xem thêm:
