Open Access
Issue |
E3S Web of Conf.
Volume 410, 2023
XXVI International Scientific Conference “Construction the Formation of Living Environment” (FORM-2023)
|
|
---|---|---|
Article Number | 03028 | |
Number of page(s) | 8 | |
Section | Modelling and Mechanics of Building Structures | |
DOI | https://doi.org/10.1051/e3sconf/202341003028 | |
Published online | 09 August 2023 |
- M. Gordini, M. R. Habibi*, M. H. Tavana, M. Amiri, M. T. Roudsari, Influence of Member Length Imperfection on the Capacity of Spatial Structures, The Open Civil Engineering Journal, 12 (2018). [Google Scholar]
- Z. Zhou, J. Wu and S. Meng, Influence of member geometric imperfection on geometrically nonlinear buckling and seismic performance of suspen-dome structures, International Journal of Structural Stability and Dynamics, 14, 3 (2014). [Google Scholar]
- Zhong-Wei Zhao, Hai-Qing Liu, Bing Liang, and Ren-Zhang Yan, Influence of random geometrical imperfection of stability of singer-layer reticulated domes with semi-rigid connection, Advanced Steel Construction, 15, 1 (2019). [Google Scholar]
- V.T.B. Quyen, D.N. Tien, Mixed Finite Element Method for Geometrically Nonlinear Buckling Analysis of Truss with Member Length Imperfection, IOP Conf. Series: Materials Science and Engineering 960 (2020). [Google Scholar]
- V.T.B. Quyen, D.N. Tien, N.T.L. Huong, Geometrically nonlinear buckling analysis of truss under mechanical and thermal load based on mixed finite element formulation, IOP Conf. Series: Materials Science and Engineering 962 (2020). [Google Scholar]
- V.T.B. Quyen, D.N. Tien, N.N. Dung, C.Q. Khanh, Penalty function method for imposing nonlinear multi freedom and multi node constraints in finite element analysis of frame systems, IOP Conf. Series: Materials Science and Engineering 869 (2020). [Google Scholar]
- V.T.B. Quyen, D.N. Tien, and P. V. Dat, Treatment of multi freedom constraints in geometrically nonlinear stability analysis of truss structures using penalty function method, IOP Conf. Series: Materials Science and Engineering 962 (2020) [Google Scholar]
- Riks, E., “An Incremental Approach to the Solution of Snapping and Buckling Problems”, Int. J. Solids Struct., 15(7), pp. 529–551.(1979). [CrossRef] [Google Scholar]
- E. Riks. ‘The application of Newtons method to the problem of elastic stability’. Journal of Applied Mechanics, 39(4), 1060–1065. (1972). [CrossRef] [Google Scholar]
- Batoz, J.-L., and Dhatt, G., “Incremental Displacement Algorithms for Nonlinear Problems”, Int. J. Numer. Methods Eng., 14(8), pp. 1262–1267. (1979). [CrossRef] [Google Scholar]
- J. J. Strodiot, ‘Numerical Methods in Optimization’, Namur - Belgium. (2002) [Google Scholar]
- W. Sun and Y -X. Yuan, ‘Optimization Theory and Methods - Nonlinear Programming’, Springer. (2006). [Google Scholar]
- Yang, Y.-B., and Kuo, S.-R., ‘Theory and Analysis of Nonlinear Framed Structures’, Prentice-Hall PTR, Englewood Cliffs, NJ., (1994). [Google Scholar]
- Ritto-Correa, M., and Camotim, D., “On the Arc-Length and Other Quadratic Control Methods: Established, Less Known and New Implementation Procedures”, Comput. Struct., 86(11–12), pp. 1353–1368. (2008). [CrossRef] [Google Scholar]
- Crisfield, M. A., “A Fast Incremental/Iterative Solution Procedure That Handles Snap-Through,” Comput. Struct., 13(1–3), pp. 55–62. (1981). [CrossRef] [Google Scholar]
- Bellini, P. X., and Chuyla, A., “An Improved Automatic Incremental Algorithm for the Efficient Solution of Nonlinear Finite Element Equations”, Comput. Struct., 26(1–2), pp. 99–110. (1987). [CrossRef] [Google Scholar]
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