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Tiêu đề: |
International Journal for Numerical Methods in Engineering |
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[2] A. Conci. Stiffness matrix for nonlinear analysis of thin-walled frames. Journal of Engineering Mechanics, ASCE, 118(9):1859–1875, 1992 |
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Tiêu đề: |
Journal of Engineering Mechanics, ASCE |
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[3] A. Ibrahimbegovíc, On finite element implementation of geometrically non- linear Reissner’s beam theory: Three-dimensional curved beam elements, Com-puter Methods in Applied Mechanics and Engineering. 122 (1995) 11- 26.[4] Ansys: User’s manual |
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Tiêu đề: |
Com-puter Methods in Applied Mechanics and Engineering. 122 |
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[5] Bashir-Ahmed, Arc-length technique for nonlinear finite element analysis, Memon et al. / J Zhejiang Univ SCI 2004 5(5):618-628 |
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Tiêu đề: |
Memon et al. / J Zhejiang Univ SCI |
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Tiêu đề: |
Comp. Meths. Appl. Mech. Engrg. 93 |
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Tiêu đề: |
Journal of Structural Engineering |
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Tiêu đề: |
Theory, Report No. CU-CAS-05-02, April 2004, revised January 2005 |
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[9] C.C. Rankin and B. Nour-Omid, The use of projectors to improve finite element performance, Computers & Structures. 30 (1988) 257-267 |
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Tiêu đề: |
Computers & Structures. 30 |
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[10] C. Cichon, Large displacements in-plane analysis of elastic-plastic frames, Computers and Structures. 19 (1984) 737-745 |
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Tiêu đề: |
Computers and Structures. 19 |
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[13] Chajes, A. and Churchill, J. (1987). ”Nonlinear Frame Analysis by Finite Element Methods.” J. Struct. Eng., 113(6), 1221–1235 |
Sách, tạp chí |
Tiêu đề: |
J. Struct. Eng |
Tác giả: |
Chajes, A. and Churchill, J |
Năm: |
1987 |
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[14] Cuong Ngo-Huu, Phu-Cuong Nguyen, Seung-Eock Kim, Second-order plastic-hinge analysis of space semi-rigid steel frames, Thin-Walled Structures 60 (2012) 98–104 |
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Tiêu đề: |
Thin-Walled Structures 60 |
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Tiêu đề: |
Comput. "Methods Appl. Mech. Engrg |
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[16] Đặng Ngọc Cảnh, “Phân tích vùng dẻo và phi tuyến hình học khung thép không gian bằng phương pháp phần tử hữu hạn”, Luận án Cao học, ĐH Bách Khoa T.p HCM, 2010 |
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Tiêu đề: |
Phân tích vùng dẻo và phi tuyến hình học khung thép không gian bằng phương pháp phần tử hữu hạn”," Luận án Cao học |
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[18] E. Reissner, On one-dimensional large-displacement finite strain beam theory: the plane problem, J. Appl. Math. Phys. 23 (1972) 795-804 |
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Tiêu đề: |
J. Appl. Math. Phys |
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[19] E. Riks, The Application of Newton's Methods to the Problem of Elastic Stability, J. Appl. Mech. 39 (1972) 1060-1065 |
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Tiêu đề: |
J. Appl. Mech. 39 |
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[20] E. Riks, An Incremental Approach to the Solution of Snapping and Buckling Problems, Int. J. Solids & Structs. 15 (1979) 529-551 |
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Tiêu đề: |
Int. J. Solids & Structs |
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[21] F.W.Williams, “An approach to the non-liner behaviour of the members of a rigid jointed plane framework with finite deflections”, Quart. Journ. Mech.And Applied Math., VoLXVII, Pt.4, 1964 |
Sách, tạp chí |
Tiêu đề: |
An approach to the non-liner behaviour of the members of a rigid jointed plane framework with finite deflections”," Quart. Journ. Mech. "And Applied Math |
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[22] G.A. Wempner, Discrete approximations related to nonlinear theories of solids, Int. J. Solids & Structs. 7 (1971) 1581-1599 |
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Tiêu đề: |
Int. J. Solids & Structs |
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[23] G. Li and J. Li. Advanced analysis and design of steel structures. Wiley, Chichester, England, 1st edition, 2007 |
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