| Tài liệu tham khảo |
Loại |
Chi tiết |
| [1] G.R. Liu, T. Nguyen-Thoi, and K.Y. Lam. An edge-based smoothed _nite element method (ES-FEM) for static, free and forced vibration analyses of solids. Journal of Sound and Vibration, 320:11001130, 2009 |
Sách, tạp chí |
| Tiêu đề: |
Journal of Sound and Vibration |
|
| [2] H. Nguyen-Xuan, G. R. Liu, T. Nguyen-Thoi, and C. Nguyen Tran. An edge- based smoothed _nite element method (es-fem) for analysis of two-dimensional piezoelectric structures. Journal of Smart Material and Structures, 12:065015 (12pp), 2009 |
Sách, tạp chí |
| Tiêu đề: |
Journal of Smart Material and Structures |
|
| [3] C. V. Le, M. Gilbert, and H. Askes. Limit analysis of plates using the EFG method and second-order cone programming. International Journal for Numerical Methods in Engineering, 78:1532{1552}, 2009 |
Sách, tạp chí |
| Tiêu đề: |
International Journal for Numerical Methods in Engineering |
|
| [4] C.V. Le, H. Nguyen-Xuan, H. Askes, S. Bordas, T. Rabczuk, and H. Nguyen- Vinh. A cell-based smoothed finite element method for kinematic limit analysis.International Journal for Numerical Methods in Engineering, 83:1651{1674}, 2010 |
Sách, tạp chí |
| Tiêu đề: |
International Journal for Numerical Methods in Engineering |
|
| [5] Mosek. The MOSEK optimization toolbox for MATLAB manual. http://www.mosek.com. Mosek ApS, version 6.0 edition, 2011 |
Sách, tạp chí |
| Tiêu đề: |
The MOSEK optimization toolbox for MATLAB manual. "http://www.mosek.com |
|
| [6] A. Makrodimopoulos and C. M. Martin. Upper bound limit analysis using simplex strain elements and second-order cone programming. International Journal for Numerical and Analytical Methods in Geomechanics, 31:835{865}, 2006 |
Sách, tạp chí |
| Tiêu đề: |
International Journal for Numerical and Analytical Methods in Geomechanics |
|
| [7] L. Prandtl. Ueber die haerte plastischer koerper. Nachrichtex der Akademie der Wissenschaften in Gottingen. II. Mathematisch-Physikalische Klasse II, 12:74{85}, 1920 |
Sách, tạp chí |
| Tiêu đề: |
Nachrichtex der Akademie der Wissenschaften in Gottingen. II. Mathematisch-Physikalische Klasse II |
|
| [8] M. Vicente da Silva and A. N. Antao. A non-linear programming method approach for upper bound limit analysis. International Journal for Numerical Methods in Engineering, 72:1192{1218}, 2007 |
Sách, tạp chí |
| Tiêu đề: |
International Journal for Numerical Methods in Engineering |
|
| [9] S. W. Sloan and P. W. Kleeman. Upper bound limit analysis using discontinuous velocity fields. Computer Methods in Applied Mechanics and Engineering, 127:293{314}, 1995 |
Sách, tạp chí |
| Tiêu đề: |
Computer Methods in Applied Mechanics and Engineering |
|
| [10] R.S. Merifield, S.W.Sloan and H.S.YU. Rigorous plasticity solutions for the bearing capacity of two-layered clays. Geotechnique 1999; 471-490 |
Sách, tạp chí |
|
| [12] G. G. Meyerhof and A. M. Hanna. Ultimate bearing capacity of foundations on layered under inclined load. Canadian Geotechnical Journal 1978;15: 565-572 |
Sách, tạp chí |
| Tiêu đề: |
Canadian Geotechnical Journal |
|
| [13] J. D. Brown and G. G. Meyerhof. Experimental study of bearing capacity in layered clays. International conference of soil mechanic and foundation engineering Mexico 2, 45-51 |
Sách, tạp chí |
| Tiêu đề: |
International conference of soil mechanic and foundation engineering |
|
| [15] Shields, D., Chandler, N., and Garnier, J. Bearing capacity of foundations in slopes. Geotechnique 1990;116(3), 528537 |
Sách, tạp chí |
| Tiêu đề: |
Geotechnique 1990 |
|
| [16] Meyerhof, G. G. (1957). The ultimate bearing capacity of foundations on slopes. Proceeding 4th International conference on Soil Mechanics and Foundation Engineering 1957; 1,384386 |
Sách, tạp chí |
| Tiêu đề: |
Proceeding 4th International conference on Soil Mechanics and Foundation Engineering |
| Tác giả: |
Meyerhof, G. G |
| Năm: |
1957 |
|
| [17] Michalowski, R. L. BS. lope stability analysis: a kinematical approach. Geotechnique 1995;45(2), 283293 |
Sách, tạp chí |
| Tiêu đề: |
Geotechnique 1995 |
|
| [18] Narita, K., and Yamaguchi, H. Bearing capacity analysis of foundations on slopes by using log-spiral sliding surfaces. Soils Found.1990, 30(3), 144152.Geotechnique 1990;116(3), 528537 |
Sách, tạp chí |
| Tiêu đề: |
Geotechnique 1990 |
|
| [19] Davis, E. H., and Booker, J. R . Some adaptations of classical plasticity theory for soil stability problems. Proceeding symposium Role of Plasticity in Soil Mechanics(1973); A. C. Palmer, ed., Cambridge University, Cambridge, UK, 2441 |
Sách, tạp chí |
| Tiêu đề: |
Proceeding symposium Role of Plasticity in Soil Mechanics |
|
| [20] Shields, D., Chandler, N., and Garnier, J. Bearing capacity of foundations in slopes. Geotechnique 1990;116(3), 528537 |
Sách, tạp chí |
| Tiêu đề: |
Geotechnique 1990 |
|
| [21] Meyerhof, G. G. (1957). The ultimate bearing capacity of foundations on slopes. Proceeding 4th International conference on Soil Mechanics and Foundation Engineering 1957; 1, 384386 |
Sách, tạp chí |
| Tiêu đề: |
Proceeding 4th International conference on Soil Mechanics and Foundation Engineering |
| Tác giả: |
Meyerhof, G. G |
| Năm: |
1957 |
|
| [22] Michalowski, R. L. BS. lope stability analysis: a kinematical approach. Geotechnique 1995;45(2), 283293 |
Sách, tạp chí |
| Tiêu đề: |
Geotechnique 1995 |
|