ReP USP - Resultado da busca

Trabalho de evento
Resistance of finger joints glued with polyurethane adhesive based on castor oil (2006)
Azambuja, Maximiliano dos Anjos; Dias, Antônio Alves ; Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA COLADA, ELEMENTOS ESTRUTURAIS
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ABNT
AZAMBUJA, Maximiliano dos Anjos e DIAS, Antônio Alves e CALIL JÚNIOR, Carlito. Resistance of finger joints glued with polyurethane adhesive based on castor oil. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Azambuja, M. dos A., Dias, A. A., & Calil Júnior, C. (2006). Resistance of finger joints glued with polyurethane adhesive based on castor oil. In . Corvallis: Oregon State University Conference Services.
NLM
Azambuja M dos A, Dias AA, Calil Júnior C. Resistance of finger joints glued with polyurethane adhesive based on castor oil. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Azambuja M dos A, Dias AA, Calil Júnior C. Resistance of finger joints glued with polyurethane adhesive based on castor oil. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Experimental behavior of multicellular prestressed timber deck (2006)
Góes, Jorge Luís Nunes de; Dias, Antônio Alves
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE MADEIRA
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ABNT
GÓES, Jorge Luís Nunes de e DIAS, Antônio Alves. Experimental behavior of multicellular prestressed timber deck. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Góes, J. L. N. de, & Dias, A. A. (2006). Experimental behavior of multicellular prestressed timber deck. In . Corvallis: Oregon State University Conference Services.
NLM
Góes JLN de, Dias AA. Experimental behavior of multicellular prestressed timber deck. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Góes JLN de, Dias AA. Experimental behavior of multicellular prestressed timber deck. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Elastic properties calibration of orthotropic timber deck in stress-laminated truss deck using simple genetic algorithms (2006)
Cheung, Andrés Batista; Lindquist, Malton; Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ALGORITMOS GENÉTICOS, PONTES
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ABNT
CHEUNG, Andrés Batista e LINDQUIST, Malton e CALIL JÚNIOR, Carlito. Elastic properties calibration of orthotropic timber deck in stress-laminated truss deck using simple genetic algorithms. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Cheung, A. B., Lindquist, M., & Calil Júnior, C. (2006). Elastic properties calibration of orthotropic timber deck in stress-laminated truss deck using simple genetic algorithms. In . Corvallis: Oregon State University Conference Services.
NLM
Cheung AB, Lindquist M, Calil Júnior C. Elastic properties calibration of orthotropic timber deck in stress-laminated truss deck using simple genetic algorithms. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Cheung AB, Lindquist M, Calil Júnior C. Elastic properties calibration of orthotropic timber deck in stress-laminated truss deck using simple genetic algorithms. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Brazilian alternative tropical wood in glulam production (2006)
Zangiácomo, André Luiz; Lahr, Francisco Antonio Rocco
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: MADEIRA, ESTRUTURAS DE MADEIRA COLADA
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ABNT
ZANGIÁCOMO, André Luiz e LAHR, Francisco Antonio Rocco. Brazilian alternative tropical wood in glulam production. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Zangiácomo, A. L., & Lahr, F. A. R. (2006). Brazilian alternative tropical wood in glulam production. In . Corvallis: Oregon State University Conference Services.
NLM
Zangiácomo AL, Lahr FAR. Brazilian alternative tropical wood in glulam production. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Zangiácomo AL, Lahr FAR. Brazilian alternative tropical wood in glulam production. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Field load test behavior of composite timber and concrete bridge (2006)
Góes, Jorge Luís Nunes de; Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: PONTES DE MADEIRA, ESTRUTURAS MISTAS
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ABNT
GÓES, Jorge Luís Nunes de e CALIL JÚNIOR, Carlito. Field load test behavior of composite timber and concrete bridge. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Góes, J. L. N. de, & Calil Júnior, C. (2006). Field load test behavior of composite timber and concrete bridge. In . Corvallis: Oregon State University Conference Services.
NLM
Góes JLN de, Calil Júnior C. Field load test behavior of composite timber and concrete bridge. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Góes JLN de, Calil Júnior C. Field load test behavior of composite timber and concrete bridge. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Experimental analysis of built-up timber beams (2006)
Góes, Jorge Luís Nunes de; Dias, Antônio Alves
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Assunto: ANÁLISE EXPERIMENTAL DE ESTRUTURAS
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ABNT
GÓES, Jorge Luís Nunes de e DIAS, Antônio Alves. Experimental analysis of built-up timber beams. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Góes, J. L. N. de, & Dias, A. A. (2006). Experimental analysis of built-up timber beams. In . Corvallis: Oregon State University Conference Services.
NLM
Góes JLN de, Dias AA. Experimental analysis of built-up timber beams. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Góes JLN de, Dias AA. Experimental analysis of built-up timber beams. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Behaviour of Eucalyptus citriodora and Eucalyptus grandis structural members exposed to ASTM E119 fire curve (2006)
Pinto, Edna Moura; Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, PREVENÇÃO DE INCÊNDIO
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ABNT
PINTO, Edna Moura e CALIL JÚNIOR, Carlito. Behaviour of Eucalyptus citriodora and Eucalyptus grandis structural members exposed to ASTM E119 fire curve. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Pinto, E. M., & Calil Júnior, C. (2006). Behaviour of Eucalyptus citriodora and Eucalyptus grandis structural members exposed to ASTM E119 fire curve. In . Corvallis: Oregon State University Conference Services.
NLM
Pinto EM, Calil Júnior C. Behaviour of Eucalyptus citriodora and Eucalyptus grandis structural members exposed to ASTM E119 fire curve. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Pinto EM, Calil Júnior C. Behaviour of Eucalyptus citriodora and Eucalyptus grandis structural members exposed to ASTM E119 fire curve. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Emerging timber bridge program to São Paulo state: a four-year report (2006)
Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: PONTES DE MADEIRA, ESTRUTURAS DE MADEIRA
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ABNT
CALIL JÚNIOR, Carlito. Emerging timber bridge program to São Paulo state: a four-year report. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Calil Júnior, C. (2006). Emerging timber bridge program to São Paulo state: a four-year report. In . Corvallis: Oregon State University Conference Services.
NLM
Calil Júnior C. Emerging timber bridge program to São Paulo state: a four-year report. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Calil Júnior C. Emerging timber bridge program to São Paulo state: a four-year report. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Theoretical model and experimental analysis of glulam beam reinforced with FRP (2006)
Fiorelli, Juliano; Dias, Antônio Alves
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, FIBRA DE VIDRO
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ABNT
FIORELLI, Juliano e DIAS, Antônio Alves. Theoretical model and experimental analysis of glulam beam reinforced with FRP. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Fiorelli, J., & Dias, A. A. (2006). Theoretical model and experimental analysis of glulam beam reinforced with FRP. In . Corvallis: Oregon State University Conference Services.
NLM
Fiorelli J, Dias AA. Theoretical model and experimental analysis of glulam beam reinforced with FRP. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Fiorelli J, Dias AA. Theoretical model and experimental analysis of glulam beam reinforced with FRP. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Mechanical properties of timber piles in Brazil (2006)
Miná, Alexandre José Soares; Dias, Antônio Alves ; Calil Júnior, Carlito
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, MATERIAIS (PROPRIEDADES MECÂNICAS)
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ABNT
MINÁ, Alexandre José Soares e DIAS, Antônio Alves e CALIL JÚNIOR, Carlito. Mechanical properties of timber piles in Brazil. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Miná, A. J. S., Dias, A. A., & Calil Júnior, C. (2006). Mechanical properties of timber piles in Brazil. In . Corvallis: Oregon State University Conference Services.
NLM
Miná AJS, Dias AA, Calil Júnior C. Mechanical properties of timber piles in Brazil. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Miná AJS, Dias AA, Calil Júnior C. Mechanical properties of timber piles in Brazil. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Reliability of timber bridges using nailed plywood box beams (2006)
Stamato, Guilherme Corrêa; Calil Júnior, Carlito ; Martínez Espinosa, Mariano; Fonte, Thalita Fernandes da
Conference titles: World Conference on Timber Engineering. Unidade: EESC
Assunto: PONTES DE MADEIRA (CONFIABILIDADE)
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ABNT
STAMATO, Guilherme Corrêa et al. Reliability of timber bridges using nailed plywood box beams. 2006, Anais.. Corvallis: Oregon State University Conference Services, 2006. . Acesso em: 09 fev. 2026.
APA
Stamato, G. C., Calil Júnior, C., Martínez Espinosa, M., & Fonte, T. F. da. (2006). Reliability of timber bridges using nailed plywood box beams. In . Corvallis: Oregon State University Conference Services.
NLM
Stamato GC, Calil Júnior C, Martínez Espinosa M, Fonte TF da. Reliability of timber bridges using nailed plywood box beams. 2006 ;[citado 2026 fev. 09 ]
Vancouver
Stamato GC, Calil Júnior C, Martínez Espinosa M, Fonte TF da. Reliability of timber bridges using nailed plywood box beams. 2006 ;[citado 2026 fev. 09 ]
Trabalho de evento
Numerical simulation of a cable-stayed footbridge based on a calibrated numerical finite element model (2004)
Pletz, Everaldo; Lahr, Francisco Antonio Rocco ; Calil Júnior, Carlito ; Dias, Antônio Alves
Source: Proceedings of the WCTE 2004. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: PASSARELAS (PROJETO;CONSTRUÇÃO), MÉTODO DOS ELEMENTOS FINITOS
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ABNT
PLETZ, Everaldo et al. Numerical simulation of a cable-stayed footbridge based on a calibrated numerical finite element model. 2004, Anais.. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2004. . Acesso em: 09 fev. 2026.
APA
Pletz, E., Lahr, F. A. R., Calil Júnior, C., & Dias, A. A. (2004). Numerical simulation of a cable-stayed footbridge based on a calibrated numerical finite element model. In Proceedings of the WCTE 2004. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Pletz E, Lahr FAR, Calil Júnior C, Dias AA. Numerical simulation of a cable-stayed footbridge based on a calibrated numerical finite element model. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Vancouver
Pletz E, Lahr FAR, Calil Júnior C, Dias AA. Numerical simulation of a cable-stayed footbridge based on a calibrated numerical finite element model. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Trabalho de evento
Strength and stiffness evaluation of Eucalyptus citriodora piles in Brazil (2004)
Miná, Alexandre José Soares; Dias, Antônio Alves ; Calil Júnior, Carlito
Source: Proceedings of the WCTE 2004. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTACAS, MADEIRA, ESTRUTURAS DE MADEIRA
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ABNT
MINÁ, Alexandre José Soares e DIAS, Antônio Alves e CALIL JÚNIOR, Carlito. Strength and stiffness evaluation of Eucalyptus citriodora piles in Brazil. 2004, Anais.. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2004. . Acesso em: 09 fev. 2026.
APA
Miná, A. J. S., Dias, A. A., & Calil Júnior, C. (2004). Strength and stiffness evaluation of Eucalyptus citriodora piles in Brazil. In Proceedings of the WCTE 2004. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Miná AJS, Dias AA, Calil Júnior C. Strength and stiffness evaluation of Eucalyptus citriodora piles in Brazil. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Vancouver
Miná AJS, Dias AA, Calil Júnior C. Strength and stiffness evaluation of Eucalyptus citriodora piles in Brazil. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Trabalho de evento
Construction of Brazil's first cable stayed stress-laminated timber footbridge (2004)
Pletz, Everaldo; Lahr, Francisco Antonio Rocco ; Calil Júnior, Carlito ; Dias, Antônio Alves
Source: Proceedings of the WCTE 2004. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Assunto: PASSARELAS (PROJETO;CONSTRUÇÃO)
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ABNT
PLETZ, Everaldo et al. Construction of Brazil's first cable stayed stress-laminated timber footbridge. 2004, Anais.. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2004. . Acesso em: 09 fev. 2026.
APA
Pletz, E., Lahr, F. A. R., Calil Júnior, C., & Dias, A. A. (2004). Construction of Brazil's first cable stayed stress-laminated timber footbridge. In Proceedings of the WCTE 2004. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Pletz E, Lahr FAR, Calil Júnior C, Dias AA. Construction of Brazil's first cable stayed stress-laminated timber footbridge. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Vancouver
Pletz E, Lahr FAR, Calil Júnior C, Dias AA. Construction of Brazil's first cable stayed stress-laminated timber footbridge. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Trabalho de evento
FRP reinforced nailed plywood box beam (2004)
Stamato, Guilherme Correa; Fiorelli, Juliano; Calil Júnior, Carlito ; Dias, Antônio Alves
Source: Proceedings of the WCTE 2004. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, VIGAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
STAMATO, Guilherme Correa et al. FRP reinforced nailed plywood box beam. 2004, Anais.. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2004. . Acesso em: 09 fev. 2026.
APA
Stamato, G. C., Fiorelli, J., Calil Júnior, C., & Dias, A. A. (2004). FRP reinforced nailed plywood box beam. In Proceedings of the WCTE 2004. Lahti: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Stamato GC, Fiorelli J, Calil Júnior C, Dias AA. FRP reinforced nailed plywood box beam. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Vancouver
Stamato GC, Fiorelli J, Calil Júnior C, Dias AA. FRP reinforced nailed plywood box beam. Proceedings of the WCTE 2004. 2004 ;[citado 2026 fev. 09 ]
Trabalho de evento
Connections in pieces of wood with lag screws (2002)
Correia, Ricardo Rizzo; Dias, Antônio Alves
Source: Proceedings : timber construction in the new millennium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, MADEIRA
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ABNT
CORREIA, Ricardo Rizzo e DIAS, Antônio Alves. Connections in pieces of wood with lag screws. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. . Acesso em: 09 fev. 2026.
APA
Correia, R. R., & Dias, A. A. (2002). Connections in pieces of wood with lag screws. In Proceedings : timber construction in the new millennium. Shah Alam: UiTM/FRIM/IEM.
NLM
Correia RR, Dias AA. Connections in pieces of wood with lag screws. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ]
Vancouver
Correia RR, Dias AA. Connections in pieces of wood with lag screws. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ]
Trabalho de evento
Compression strength and modulus of elasticity: relation on normative results for tropical timber species (2002)
Lahr, Francisco Antonio Rocco ; Fioraneli Junior, Anselmo; Silva, Danilo Pacheco; Pigozzo, Julio Cesar
Source: Proceedings : timber construction in the new millenium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, MADEIRA
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ABNT
LAHR, Francisco Antonio Rocco et al. Compression strength and modulus of elasticity: relation on normative results for tropical timber species. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. . Acesso em: 09 fev. 2026.
APA
Lahr, F. A. R., Fioraneli Junior, A., Silva, D. P., & Pigozzo, J. C. (2002). Compression strength and modulus of elasticity: relation on normative results for tropical timber species. In Proceedings : timber construction in the new millenium. Shah Alam: UiTM/FRIM/IEM.
NLM
Lahr FAR, Fioraneli Junior A, Silva DP, Pigozzo JC. Compression strength and modulus of elasticity: relation on normative results for tropical timber species. Proceedings : timber construction in the new millenium. 2002 ;[citado 2026 fev. 09 ]
Vancouver
Lahr FAR, Fioraneli Junior A, Silva DP, Pigozzo JC. Compression strength and modulus of elasticity: relation on normative results for tropical timber species. Proceedings : timber construction in the new millenium. 2002 ;[citado 2026 fev. 09 ]
Trabalho de evento
Loading cycle analysis in wood elastic properties determination: a proposal to test method (2002)
Morales, Elen Aparecida Martines; Lahr, Francisco Antonio Rocco ; Govone, José Silvio
Source: Proceedings : timber construction in the new millennium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: MADEIRA, ELASTICIDADE DAS ESTRUTURAS, CARREGAMENTO CÍCLICO
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ABNT
MORALES, Elen Aparecida Martines e LAHR, Francisco Antonio Rocco e GOVONE, José Silvio. Loading cycle analysis in wood elastic properties determination: a proposal to test method. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. . Acesso em: 09 fev. 2026.
APA
Morales, E. A. M., Lahr, F. A. R., & Govone, J. S. (2002). Loading cycle analysis in wood elastic properties determination: a proposal to test method. In Proceedings : timber construction in the new millennium. Shah Alam: UiTM/FRIM/IEM.
NLM
Morales EAM, Lahr FAR, Govone JS. Loading cycle analysis in wood elastic properties determination: a proposal to test method. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ]
Vancouver
Morales EAM, Lahr FAR, Govone JS. Loading cycle analysis in wood elastic properties determination: a proposal to test method. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ]
Trabalho de evento
Design criteria for stress-laminated timber in Brazil (2002)
Calil Júnior, Carlito ; Okimoto, Fernando Sérgio
Source: Proceedings : timber construction in the new millennium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: PONTES DE MADEIRA, VIGAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CALIL JÚNIOR, Carlito e OKIMOTO, Fernando Sérgio. Design criteria for stress-laminated timber in Brazil. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. Disponível em: https://repositorio.usp.br/directbitstream/06163825-e24c-4a7b-afbf-21f27ce4ca85/PROD_001188_SYSNO_1317966.pdf. Acesso em: 09 fev. 2026.
APA
Calil Júnior, C., & Okimoto, F. S. (2002). Design criteria for stress-laminated timber in Brazil. In Proceedings : timber construction in the new millennium. Shah Alam: UiTM/FRIM/IEM. Recuperado de https://repositorio.usp.br/directbitstream/06163825-e24c-4a7b-afbf-21f27ce4ca85/PROD_001188_SYSNO_1317966.pdf
NLM
Calil Júnior C, Okimoto FS. Design criteria for stress-laminated timber in Brazil [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ] Available from: https://repositorio.usp.br/directbitstream/06163825-e24c-4a7b-afbf-21f27ce4ca85/PROD_001188_SYSNO_1317966.pdf
Vancouver
Calil Júnior C, Okimoto FS. Design criteria for stress-laminated timber in Brazil [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ] Available from: https://repositorio.usp.br/directbitstream/06163825-e24c-4a7b-afbf-21f27ce4ca85/PROD_001188_SYSNO_1317966.pdf
Trabalho de evento
Experimental evaluation of stress laminated timber T-beam bridge (2002)
Dias, Antônio Alves ; Piedade Neto, Dorival
Source: Proceedings : timber construction in the new millennium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, VIGAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DIAS, Antônio Alves e PIEDADE NETO, Dorival. Experimental evaluation of stress laminated timber T-beam bridge. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. Disponível em: https://repositorio.usp.br/directbitstream/36deb92f-04e9-4f19-a317-8155ddbf234b/ok1318050.pdf. Acesso em: 09 fev. 2026.
APA
Dias, A. A., & Piedade Neto, D. (2002). Experimental evaluation of stress laminated timber T-beam bridge. In Proceedings : timber construction in the new millennium. Shah Alam: UiTM/FRIM/IEM. Recuperado de https://repositorio.usp.br/directbitstream/36deb92f-04e9-4f19-a317-8155ddbf234b/ok1318050.pdf
NLM
Dias AA, Piedade Neto D. Experimental evaluation of stress laminated timber T-beam bridge [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ] Available from: https://repositorio.usp.br/directbitstream/36deb92f-04e9-4f19-a317-8155ddbf234b/ok1318050.pdf
Vancouver
Dias AA, Piedade Neto D. Experimental evaluation of stress laminated timber T-beam bridge [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2026 fev. 09 ] Available from: https://repositorio.usp.br/directbitstream/36deb92f-04e9-4f19-a317-8155ddbf234b/ok1318050.pdf

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