Three-dimensional boundary element method applied to non-linear soil structure interaction (2003)
- Authors:
- USP affiliated authors: VENTURINI, WILSON SERGIO - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO; ANÁLISE NÃO LINEAR DE ESTRUTURAS
- Language: Inglês
- Imprenta:
- Publisher: Queen Mary, University of London
- Publisher place: London
- Date published: 2003
- ISBN: 0904188965
- Conference titles: International Conference on Boundary Element Techniques
-
ABNT
ALMEIDA, Francisco Patrick Araujo e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Three-dimensional boundary element method applied to non-linear soil structure interaction. 2003, Anais.. London: Queen Mary, University of London, 2003. Disponível em: https://repositorio.usp.br/directbitstream/b1852de8-1816-45c5-aa64-0afaebad1d8a/PROD_0000179_SYSNO_1341523.pdf. Acesso em: 18 set. 2024. -
APA
Almeida, F. P. A., Coda, H. B., & Venturini, W. S. (2003). Three-dimensional boundary element method applied to non-linear soil structure interaction. In . London: Queen Mary, University of London. Recuperado de https://repositorio.usp.br/directbitstream/b1852de8-1816-45c5-aa64-0afaebad1d8a/PROD_0000179_SYSNO_1341523.pdf -
NLM
Almeida FPA, Coda HB, Venturini WS. Three-dimensional boundary element method applied to non-linear soil structure interaction [Internet]. 2003 ;[citado 2024 set. 18 ] Available from: https://repositorio.usp.br/directbitstream/b1852de8-1816-45c5-aa64-0afaebad1d8a/PROD_0000179_SYSNO_1341523.pdf -
Vancouver
Almeida FPA, Coda HB, Venturini WS. Three-dimensional boundary element method applied to non-linear soil structure interaction [Internet]. 2003 ;[citado 2024 set. 18 ] Available from: https://repositorio.usp.br/directbitstream/b1852de8-1816-45c5-aa64-0afaebad1d8a/PROD_0000179_SYSNO_1341523.pdf - Analysis composed domains by boundary elements. [CD-ROM]
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- Boundary element dynamic non-linear stress analysis by mass matrix approach
- Non-singular time-stepping bem for transient elastodynamic analysis
- Plate bending elastodynamics analysis by bem using mass matrix approach
- Time domain bem / fem approach applied to elastodynamic analysis
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