Zobrazeno 1 - 10
of 167
pro vyhledávání: '"Luiz Carlos Pinto Da Silva Filho"'
Autor:
Cleiton Ricardo Oestreich, Paula Manica Lazzari, Vanessa Fátima Pasa Dutra, Luiz Carlos Pinto da Silva Filho
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 18, Iss 1 (2024)
Abstract Textile reinforced concrete emerges as an alternative for the strengthening of reinforced concrete structures. However, as a relatively new material, there is still no regulatory body or standardization that standardizes the manufacturing an
Externí odkaz:
https://doaj.org/article/f9907ec6804a404a9bae1ecdf7552425
Autor:
Joici Rizzo, Eduardo S. Bastos, Lucas Alexandre Reginato, Paula Manica Lazzari, Luiz Carlos Pinto da Silva Filho
Publikováno v:
Revista ALCONPAT, Vol 14, Iss 3 (2024)
In this study, the mechanical behavior of concrete structures reinforced with one and two layers of the Brazilian glass textile “AR-360” was verified through direct tensile tests. The analysis of the mechanical behavior of the structures was perf
Externí odkaz:
https://doaj.org/article/e92f17ba2330458ab8b6326fa4ea617d
Publikováno v:
Buildings, Vol 14, Iss 7, p 2132 (2024)
The fourth industrial revolution (4IR) can significantly benefit the construction sector, improving productivity, efficiency, collaborative efforts, and product quality while promoting safety and sustainability. However, research on applying 4IR tech
Externí odkaz:
https://doaj.org/article/3f8735ce81344353a8f89bff4193a596
Publikováno v:
Revista ALCONPAT, Vol 13, Iss 3 (2023)
O procedimento para promover a cura interna é uma das estratégias para reduzir o processo de retração do concreto de alta resistência com baixa relação água/cimento. Vários materiais têm sido utilizados como agentes de cura, como materiais
Externí odkaz:
https://doaj.org/article/368700b11e1f43a8bcd242c704a9d25b
Autor:
Alexandre Lorenzi, Luciani Somensi Lorenzi, Lucas Alexandre Reginato, Leonardo Covatti, Luiz Carlos Pinto da Silva Filho
Publikováno v:
e-Journal of Nondestructive Testing, Vol 28, Iss 8 (2023)
Concrete is a material widely used in civil construction for structural elements. Due to this, there is an increasing concern about the knowledge of its deterioration state and safety. This stimulates research for methods that allow the evaluation of
Externí odkaz:
https://doaj.org/article/81039642d93d48bebf7addae29f11869
Publikováno v:
PARC: Pesquisa em Arquitetura e Construção, Vol 12, Iss 00 (2021)
O Programa Proinfância, criado para suprir o déficit de vagas em pré-escolas, apresenta projetos padrão para facilitar processos de licitações e sua implementação nos municípios brasileiros. O Manual de Orientações Técnicas do Programa ex
Externí odkaz:
https://doaj.org/article/5ff41e9340604a9b98a305d0d0313bbb
Autor:
Paola de Assis de Souza Ramos, Guilherme Garcia Oliveira, Mariana Madruga de Brito, Luiz Carlos Pinto da Silva Filho
Publikováno v:
Anuário do Instituto de Geociências, Vol 41, Iss 3, Pp 281-291 (2019)
This study presents a methodology to map the vulnerability to floods in different phases of the disaster management process at the municipality of Igrejinha, RS. A total of 10 indicators, distributed in 3 dimensions of vulnerability were used. They
Externí odkaz:
https://doaj.org/article/d912a61e8fa2471c838dfefcd9d5d7ff
Publikováno v:
Revista ALCONPAT, Vol 10, Iss 3 (2020)
The tests of Brazilian Standard NBR 15575: 2013 are part of the knowledge of the civil construction industry, but the heat and thermal shock test is innovative and does not have a consolidated history. The research objective is to analyze the testing
Externí odkaz:
https://doaj.org/article/2c7e5583a16c4f63887dec378b5963a5
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 13, Iss 4 (2020)
ABSTRACT: A three-dimensional (3D) transient numerical model for thermomechanical analysis developed with Finite Element Method (FEM) using the software ANSYS 19.1 is exposed in this paper. The proposed model aims to predict the structural behavior o
Externí odkaz:
https://doaj.org/article/b332001a3fd940868180a5ded428113e
Autor:
Lucas Alexandre Reginato, Alexandre Lorenzi, Luciani Somensi Lorenzi, Luiz Carlos Pinto da Silva Filho
Publikováno v:
Revista de Engenharia Civil IMED, Vol 4, Iss 1, Pp 32-47 (2017)
O monitoramento das estruturas de concreto é um procedimento necessário, uma vez que a detecção preventiva dos problemas permite a utilização de métodos mais simples e econômicos para avaliação e reparo. Para tais fins, os ensaios de veloci
Externí odkaz:
https://doaj.org/article/616cee85ede1435493dfd58e0416b7e1