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AuthorSilva, Leonardo Martins e (2)Cass, Andrew John Richter (1)Nunes, Harlen (1)... View MoreSubject
Concreto armado (6)
Reinforced concrete (3)Autoportância (1)... View MoreDate Issued2020 (2)2015 (3)2011 (1)CNPq SubjectsENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS (4)ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL (2)ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS DE CONCRETO (1)Graduate Program
Programa de Pós-Graduação em Engenharia Civil - PPGECiv (6)
Document TypeDissertação (5)Tese (1)

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Programa computacional para análise e verificação de seções de concreto armado e protendido com flexão oblíqua composta 

Silva, Leonardo Martins e (Universidade Federal de São Carlos, 2015-03-31)
In this paper, a free analysis program is presented for the verification of ultimate and serviceability limit states of reinforced or prestressed concrete sections with polygonal shape submitted to axial forces and biaxial ...
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Contribuição ao estudo do sistema de pré-lajes tipo painel treliçado em pavimentos de edificações 

Rocha, Filipe de Lima (Universidade Federal de São Carlos, 2015-08-24)
The civil construction more than ever is challenged by the circumstances faced by the country, the economic crisis experienced in these last few years puts into perspective the necessity of more rational choices avoiding ...
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Análise crítica da NBR ISO 9001:2000 x NBR 6118:2003 para aprovação de execução de estruturas de concreto armado 

Nunes, Harlen (Universidade Federal de São Carlos, 2011-07-04)
This work shows the methodology for standardization of quality programs like NBR ISO 9001:2000 employed in construction of reinforced concrete structure for multi floor building, and relationship of this standard to the ...
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Programa gráfico livre para a análise de lajes de edificações de concreto armado usando o modelo de grelha equivalente 

Cass, Andrew John Richter (Universidade Federal de São Carlos, 2015-05-05)
It’s presented in this work a graphic program that allows the analysis (calculation of forces and displacements) of concrete slabs by the equivalent grid model. The surface is considered as monolithic without the traditional ...
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Modelagem de pilares-parede de concreto armado: estudo paramétrico visando recomendações para o projeto estrutural 

Silva, Leonardo Martins e (Universidade Federal de São Carlos, 2020-05-06)
Reinforced concrete shear walls, or structural walls, can be a challenge during structural design, due to the non-linear behavior of the materials associated with a geometry of complex analysis. The structural design ...
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Análise do comportamento de sistemas estruturais em concreto moldado in loco sob o efeito do colapso progressivo 

Ruthes, Heloiza Candeia (Universidade Federal de São Carlos, 2020-02-21)
This work aims to investigate the behavior of cast-in-place reinforced concrete structures in the ultimate limit state of collapse. Progressive collapse is the disproportionate spread of a local failure due to the incidence ...

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