Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Dao Nhu Mai"'
Autor:
Khuat Duc, Duong, Nguyen Tuan, Linh, Dao Nhu, Mai, Hong, Nguyen Thi, Van Ke, Tran, Minh, Phung Van
Publikováno v:
Mechanics Based Design of Structures & Machines; 2024, Vol. 52 Issue 11, p8610-8638, 29p
Publikováno v:
Mechanics Based Design of Structures and Machines. :1-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de136455577aa957ead4aa6dffd63d7f
https://doi.org/10.1080/15397734.2023.2186893
https://doi.org/10.1080/15397734.2023.2186893
Publikováno v:
Vietnam Journal of Mechanics. 44:514-525
This paper deals with the nonlinear buckling and post-buckling of sandwich cylindrical panels with non-uniform porous core and functionally graded face sheets. The imperfect sandwich cylindrical panels are subjected to axial loading on elastic founda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c02d1250a9d6899f9a6818d6f5a9b616
https://doi.org/10.15625/0866-7136/17980
https://doi.org/10.15625/0866-7136/17980
Publikováno v:
Vietnam Journal of Mechanics.
An analytical investigation on the nonlinear response of doubly curved panels constructed from homogeneous face sheets and carbon nanotube reinforced composite (CNTRC) core and subjected to external pressure in thermal environments is presented in th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57280d6686ec67fd13cdc5f20ef97fbe
https://doi.org/10.15625/0866-7136/16575
https://doi.org/10.15625/0866-7136/16575
Publikováno v:
Tạp chí Khoa học và Công nghệ, Pp 39-44 (2023)
Bài báo này sử dụng phân tích đẳng hình học (IGA), lý thuyết cặp ứng suất đôi sửa đổi kết hợp với lý thuyết tấm cổ điển của Kirchhoff-Love để phân tích dao động riêng của tấm micro có l
Externí odkaz:
https://doaj.org/article/dfeabee9c55447478719763ecf0f59b2
Publikováno v:
Vietnam Journal of Mechanics. 20:29-46
The classical 3D beam element has been modified and developed as a new finite element for vibration analysis of frame structures with flexible connections and cracked members. The mass and stiffness matrices of the modified elements are established b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::832e4bb77a9659958828d32dd190b436
https://doi.org/10.15625/0866-7136/10010
https://doi.org/10.15625/0866-7136/10010
Autor:
Dao Nhu Mai, Nguyen Tien Khiem
Publikováno v:
Vietnam Journal of Mechanics. 19:28-38
The model of cracked one-dimensional structure has been treated as two uniform beams connected by an equivalent rotation spring at the crack location. The frequency equation in bending vibration of the system is obtained in general form for arbitrary
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8a5f626b27663b15a1444f50c1ece32
https://doi.org/10.15625/0866-7136/10052
https://doi.org/10.15625/0866-7136/10052
Publikováno v:
Vietnam Journal of Mechanics. 17:35-44
This article is devoted to determinate the dynamical characteristics (Natural Frequencies, Mode Shapes, Damping Ratio) of elastic beam from measured responce auto-spectrum. Developed here method is based on the assumptions of smallness of the damping
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97e8131fc306485cc79457507f59b054
https://doi.org/10.15625/0866-7136/10122
https://doi.org/10.15625/0866-7136/10122
Publikováno v:
IUTAM Symposium on Recent Developments in Non-linear Oscillations of Mechanical Systems ISBN: 9789401058094
In current construction methods the common practice is to use pile foundations, especially in areas of soft soil conditions. Once a pile has been driven into the ground, the task of checking its bearing capacity and integrity is required. For a long
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bab60015ad978ddeb67f9aa294d5a07
https://doi.org/10.1007/978-94-011-4150-5_20
https://doi.org/10.1007/978-94-011-4150-5_20
