ReP USP - Resultado da busca

Trabalho de evento
Reliability analysis of pile foundations according to the new Brazilian standard for foundations design (2012)
Aoki, Nelson; Tsuha, Cristina de Hollanda Cavalcanti
Source: Proceedings. Conference titles: International Conference on Testing and Design Methods for Deep Foundations. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson e TSUHA, Cristina de Hollanda Cavalcanti. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. 2012, Anais.. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. Disponível em: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., & Tsuha, C. de H. C. (2012). Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. In Proceedings. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
NLM
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
Vancouver
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
Trabalho de evento
Quality control of helical piles in sand (2011)
Tsuha, Cristina de Hollanda Cavalcanti ; Aoki, Nelson
Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Quality control of helical piles in sand. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf. Acesso em: 03 out. 2024.
APA
Tsuha, C. de H. C., & Aoki, N. (2011). Quality control of helical piles in sand. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
NLM
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
Vancouver
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
Trabalho de evento
SPT sampler static penetration resistance in the case of a sandy soil (2005)
Aoki, Nelson; Esquivel, Edmundo Rogério; Neves, L. F. S; Cintra, José Carlos Angelo
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: SOLO ARENOSO, SONDAGEM DOS SOLOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. SPT sampler static penetration resistance in the case of a sandy soil. 2005, Anais.. Amsterdam, Netherlands: IOS Press, 2005. Disponível em: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. S., & Cintra, J. C. A. (2005). SPT sampler static penetration resistance in the case of a sandy soil. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
NLM
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Vancouver
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Trabalho de evento
Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results (2003)
Aoki, Nelson; Cintra, José Carlos Angelo; Esquivel, Edmundo Rogério; Russo Neto, Luiz
Source: Proceedings. Conference titles: International Prediction Event on the Behaviour of Bored, CFA and Driven Piles - ISC'2 Experimental Site. Unidade: EESC
Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results. 2003, Anais.. Porto, Portugal: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2003. Disponível em: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., Cintra, J. C. A., Esquivel, E. R., & Russo Neto, L. (2003). Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results. In Proceedings. Porto, Portugal: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
NLM
Aoki N, Cintra JCA, Esquivel ER, Russo Neto L. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results [Internet]. Proceedings. 2003 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
Vancouver
Aoki N, Cintra JCA, Esquivel ER, Russo Neto L. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results [Internet]. Proceedings. 2003 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
Trabalho de evento
Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland (2001)
Iwamoto, R. K.; Antunes, Helena Maria Cunha do Carmo; Aoki, Nelson
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
IWAMOTO, R. K. e ANTUNES, Helena Maria Cunha do Carmo e AOKI, Nelson. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland. 2001, Anais.. Istanbul: A.A.Balkema Publishers, 2001. Disponível em: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf. Acesso em: 03 out. 2024.
APA
Iwamoto, R. K., Antunes, H. M. C. do C., & Aoki, N. (2001). Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland. In Proceedings. Istanbul: A.A.Balkema Publishers. Recuperado de https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf
NLM
Iwamoto RK, Antunes HMC do C, Aoki N. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland [Internet]. Proceedings. 2001 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf
Vancouver
Iwamoto RK, Antunes HMC do C, Aoki N. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland [Internet]. Proceedings. 2001 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf
Trabalho de evento
Analysis of dynamic load tests on steel rails piles (2000)
Lima, F M A; Cintra, José Carlos A; Aoki, Nelson
Source: Proceedings. Conference titles: International Conference on the Application of Stress-Wave Theory to Piles. Unidade: EESC
Subjects: GEOTECNIA, FUNDAÇÕES (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIMA, F M A e CINTRA, José Carlos A e AOKI, Nelson. Analysis of dynamic load tests on steel rails piles. 2000, Anais.. Rotterdam: Balkema, 2000. . Acesso em: 03 out. 2024.
APA
Lima, F. M. A., Cintra, J. C. A., & Aoki, N. (2000). Analysis of dynamic load tests on steel rails piles. In Proceedings. Rotterdam: Balkema.
NLM
Lima FMA, Cintra JCA, Aoki N. Analysis of dynamic load tests on steel rails piles. Proceedings. 2000 ;[citado 2024 out. 03 ]
Vancouver
Lima FMA, Cintra JCA, Aoki N. Analysis of dynamic load tests on steel rails piles. Proceedings. 2000 ;[citado 2024 out. 03 ]
Trabalho de evento
The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests (2000)
Aoki, Nelson; Cintra, José Carlos A
Source: Proceedings. Conference titles: International Conference on the Application of Stress-Wave Theory to Piles. Unidade: EESC
Assunto: MECÂNICA DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson e CINTRA, José Carlos A. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. 2000, Anais.. Rotterdam: Balkema, 2000. Disponível em: https://repositorio.usp.br/directbitstream/d31e5f50-dad4-4cd3-aa52-d2e53c2b98ca/prod_0000392_sysno_1122435%20%281%29.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., & Cintra, J. C. A. (2000). The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. In Proceedings. Rotterdam: Balkema. Recuperado de https://repositorio.usp.br/directbitstream/d31e5f50-dad4-4cd3-aa52-d2e53c2b98ca/prod_0000392_sysno_1122435%20%281%29.pdf
NLM
Aoki N, Cintra JCA. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/d31e5f50-dad4-4cd3-aa52-d2e53c2b98ca/prod_0000392_sysno_1122435%20%281%29.pdf
Vancouver
Aoki N, Cintra JCA. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/d31e5f50-dad4-4cd3-aa52-d2e53c2b98ca/prod_0000392_sysno_1122435%20%281%29.pdf
Trabalho de evento
Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy teste (DIET) (2000)
Aoki, Nelson
Source: Proceedings. Conference titles: International Conference on the Application of the Stress-Wave Theory to Piles. Unidade: EESC
Assunto: MECÂNICA DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy teste (DIET). 2000, Anais.. Rotterdam: Balkema, 2000. Disponível em: https://repositorio.usp.br/directbitstream/2ee84d42-2c65-4621-acf8-51dd83b177bc/prod_0000398_sysno_1122437%20%281%29.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N. (2000). Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy teste (DIET). In Proceedings. Rotterdam: Balkema. Recuperado de https://repositorio.usp.br/directbitstream/2ee84d42-2c65-4621-acf8-51dd83b177bc/prod_0000398_sysno_1122437%20%281%29.pdf
NLM
Aoki N. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy teste (DIET) [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/2ee84d42-2c65-4621-acf8-51dd83b177bc/prod_0000398_sysno_1122437%20%281%29.pdf
Vancouver
Aoki N. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy teste (DIET) [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/2ee84d42-2c65-4621-acf8-51dd83b177bc/prod_0000398_sysno_1122437%20%281%29.pdf
Trabalho de evento
Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation (2000)
Balech, J; Aoki, Nelson
Source: Proceedings. Conference titles: International Conference on the application of stress-wave theory to piles. Unidade: EESC
Subjects: GEOTECNIA, FUNDAÇÕES (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BALECH, J e AOKI, Nelson. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. 2000, Anais.. Rotterdam: Balkema, 2000. Disponível em: https://repositorio.usp.br/directbitstream/a3859c34-46da-4381-a2c9-fd25bbf92ecf/prod_535_sysno_1122431%20%281%29.pdf. Acesso em: 03 out. 2024.
APA
Balech, J., & Aoki, N. (2000). Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. In Proceedings. Rotterdam: Balkema. Recuperado de https://repositorio.usp.br/directbitstream/a3859c34-46da-4381-a2c9-fd25bbf92ecf/prod_535_sysno_1122431%20%281%29.pdf
NLM
Balech J, Aoki N. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/a3859c34-46da-4381-a2c9-fd25bbf92ecf/prod_535_sysno_1122431%20%281%29.pdf
Vancouver
Balech J, Aoki N. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation [Internet]. Proceedings. 2000 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/a3859c34-46da-4381-a2c9-fd25bbf92ecf/prod_535_sysno_1122431%20%281%29.pdf
Trabalho de evento
Soil-structure interaction analysis in soft clay layers (1999)
Reis, J. H. C.; Aoki, Nelson; Cintra, José Carlos Angelo
Source: Proceedings. Conference titles: International Conference on Deep Foundation Practice incorporating Piletalk. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, ARGILAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
REIS, J. H. C. e AOKI, Nelson e CINTRA, José Carlos Angelo. Soil-structure interaction analysis in soft clay layers. 1999, Anais.. Singapore: Escola de Engenharia de São Carlos, Universidade de São Paulo, 1999. Disponível em: https://repositorio.usp.br/directbitstream/9ac2b0cc-e615-4d3a-9312-1a537068be15/trabalho%2042%20-%20Soil-Structure%20Interaction%20Analysis%20in%20Soft%20Clay%20Layers%20%284th%20International%20Conference%20on%20Deep%20Foundation%20Practice%2C%201999%2C%20Singapore%29.pdf. Acesso em: 03 out. 2024.
APA
Reis, J. H. C., Aoki, N., & Cintra, J. C. A. (1999). Soil-structure interaction analysis in soft clay layers. In Proceedings. Singapore: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/9ac2b0cc-e615-4d3a-9312-1a537068be15/trabalho%2042%20-%20Soil-Structure%20Interaction%20Analysis%20in%20Soft%20Clay%20Layers%20%284th%20International%20Conference%20on%20Deep%20Foundation%20Practice%2C%201999%2C%20Singapore%29.pdf
NLM
Reis JHC, Aoki N, Cintra JCA. Soil-structure interaction analysis in soft clay layers [Internet]. Proceedings. 1999 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/9ac2b0cc-e615-4d3a-9312-1a537068be15/trabalho%2042%20-%20Soil-Structure%20Interaction%20Analysis%20in%20Soft%20Clay%20Layers%20%284th%20International%20Conference%20on%20Deep%20Foundation%20Practice%2C%201999%2C%20Singapore%29.pdf
Vancouver
Reis JHC, Aoki N, Cintra JCA. Soil-structure interaction analysis in soft clay layers [Internet]. Proceedings. 1999 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/9ac2b0cc-e615-4d3a-9312-1a537068be15/trabalho%2042%20-%20Soil-Structure%20Interaction%20Analysis%20in%20Soft%20Clay%20Layers%20%284th%20International%20Conference%20on%20Deep%20Foundation%20Practice%2C%201999%2C%20Singapore%29.pdf

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