A novel dynamic FEM formulation for 2D frame analysis with large deflections and rotations (2003)
- Authors:
- Autor USP: CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS; MÉTODO DOS ELEMENTOS FINITOS
- Language: Inglês
- Imprenta:
- Publisher: UFOP
- Publisher place: Ouro Preto
- Date published: 2003
- Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering
-
ABNT
GRECO, Marcelo e CODA, Humberto Breves. A novel dynamic FEM formulation for 2D frame analysis with large deflections and rotations. 2003, Anais.. Ouro Preto: UFOP, 2003. . Acesso em: 02 abr. 2025. -
APA
Greco, M., & Coda, H. B. (2003). A novel dynamic FEM formulation for 2D frame analysis with large deflections and rotations. In . Ouro Preto: UFOP. -
NLM
Greco M, Coda HB. A novel dynamic FEM formulation for 2D frame analysis with large deflections and rotations. 2003 ;[citado 2025 abr. 02 ] -
Vancouver
Greco M, Coda HB. A novel dynamic FEM formulation for 2D frame analysis with large deflections and rotations. 2003 ;[citado 2025 abr. 02 ] - Formulation of a GBT-based finite element to analyse the vibration behaviour of thin-walled steel frames
- An embedded domain technique based on level-sets for finite element method (FEM) fluid-shell coupling
- On fluid-shell coupling using an arbitrary Lagrangian-Eulerian fluid solver coupled to a positional Lagrangian shell solver
- Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control
- Mecânica dos solos: volume II
- Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames
- The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics
- A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections
- Aplicação do aclopamento entre o MEC e o MEF para estudo da interação dinâmica elastoplástica entre o solo e estruturas
- Positional description for nonlinear 2D frames analysis by FEM with reissner kinematics
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas