Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Vu Thi Bich Quyen"'
Publikováno v:
E3S Web of Conferences, Vol 458, p 07009 (2023)
This work introduces the establishment of the FEM model for investigating the dynamic behavior of trusses, subjected to multi-node constraints, under harmonic excitation based on utilizing the method of Penalty function. The technique for treating th
Externí odkaz:
https://doaj.org/article/16329a09f2094e63bc02bfca3e36f642
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6771491ad4e111dc6cba6183df8153f
https://doi.org/10.1063/5.0103827
https://doi.org/10.1063/5.0103827
Autor:
Vu Thi Bich Quyen, Dao Ngoc Tien
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a66b34d5ced4a4459121304edc89307c
https://doi.org/10.1063/5.0103823
https://doi.org/10.1063/5.0103823
Publikováno v:
Proceedings of the 5th International Conference on Construction, Architecture and Technosphere Safety ISBN: 9783030911447
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d37449e39e8d3ab8cba083c5bb2a7859
https://doi.org/10.1007/978-3-030-91145-4_7
https://doi.org/10.1007/978-3-030-91145-4_7
Autor:
Dao Ngọc Tien, Vu Thi Bich Quyen
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030799823
This paper is concerned with the dynamic analysis of truss with initial member length imperfection under impulsive load considering geometric nonlinearity. Using displacement-based finite element formulation in solving the nonlinear problem of this t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4887777080ddebedd5b057fea85ada28
https://doi.org/10.1007/978-3-030-79983-0_23
https://doi.org/10.1007/978-3-030-79983-0_23
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030860004
This paper introduces a novel approach to establish the nonlinear buckling problem of truss systems under mechanical and thermal load due to constant temperature change based hybrid FEM. In geometrical nonlinear displacement-based finite element anal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::706850496eb1391b72d03fd0b805ebbb
https://doi.org/10.1007/978-3-030-86001-1_33
https://doi.org/10.1007/978-3-030-86001-1_33
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030860004
The dynamic finite element analysis of truss with multi freedom nonlinear constraints requires the implementation of constraints to producing the modified dynamic system of equations. Generally, in finite element analysis the mathematical technique f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d048e1271ce9ef37596848487d58773d
https://doi.org/10.1007/978-3-030-86001-1_34
https://doi.org/10.1007/978-3-030-86001-1_34
Publikováno v:
E3S Web of Conferences, Vol 281, p 01010 (2021)
This paper focuses on the treatment of nonlinear multi freedom constraints using an augmented Lagrangian method in finite element analysis of frames. The process of imposing boundary constraints is developed by changing the assembly stiffness equatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8236b37d84c52028242e4e91ebe58404
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/57/e3sconf_catpid2021_01010.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/57/e3sconf_catpid2021_01010.pdf
Autor:
Tran Thi Thuy Van, Vu Thi Bich Quyen
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811508011
The paper presents the algorithm and some results of deformational non-linear analysis of reinforced concrete frame system taking into consideration of nonlinearity of materials. The nonlinearity of materials means the use of nonlinear models of conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e35fba6bcb8230a01f54ddd9a680cd28
https://doi.org/10.1007/978-981-15-0802-8_48
https://doi.org/10.1007/978-981-15-0802-8_48
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 960:022076
This paper is concerned with the treatment of nonlinear multi-freedom and multi-point boundary condition in finite element analysis of frame system. The treatment of boundary constraints is required to produce modified system of equation based on mas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aeba7a768c4fdf420161b56d49541e47
https://doi.org/10.1088/1757-899x/960/2/022076
https://doi.org/10.1088/1757-899x/960/2/022076