Zobrazeno 1 - 10 of 26 pro vyhledávání: '"Daniel Domingues Loriggio"'
1
Akademický článek
Reliability analysis of slender columns using the general method with linear creep theory
Autor: Kleyser Ribeiro, Daniel Domingues Loriggio, Mauro de Vasconcellos Real
Publikováno v: Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 3 (2021)
Abstract To analyze the reliability of slender columns subjected to axial force and uniaxial bending moment, with a slenderness index between 100 and 140, 216 columns were modeled. The square cross-section was adopted, with three different configurat
Externí odkaz: https://doaj.org/article/1f7feac0a99249bc84ff2520905204be
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2
Akademický článek
Reforço à flexão em vigas de concreto armado com manta de fibra de carbono: mecanismos de incremento de ancoragem
Autor: Vladimir José Ferrari, Ivo José Padaratz, Daniel Domingues Loriggio
Publikováno v: Acta Scientiarum: Technology, Vol 24, Iss 0, Pp 1783-1791 (2002)
O desprendimento dos laminados de plásticos reforçados com fibras da face inferior tracionada das vigas reforçadas à flexão é um problema complexo e indesejável, pois ocorre sem aviso, antecipando a ruína da viga reforçada e impossibilitando
Externí odkaz: https://doaj.org/article/f74727c433204be9aac50ae8514413da
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3
Análise da confiabilidade de pilares esbeltos usando o método geral com a teoria linear da fluência
Autor: Kleyser Ribeiro, Daniel Domingues Loriggio, Mauro de Vasconcellos Real
Publikováno v: Revista IBRACON de Estruturas e Materiais, Volume: 15, Issue: 3, Article number: e15308, Published: 22 NOV 2021
Revista IBRACON de Estruturas e Materiais v.15 n.3 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 3 (2021)
To analyze the reliability of slender columns subjected to axial force and uniaxial bending moment, with a slenderness index between 100 and 140, 216 columns were modeled. The square cross-section was adopted, with three different configurations for
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d52ce5853ddbed45e71296205cc99be4
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000300205&lng=en&tlng=en
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4
Reliability analysis of very slender columns subjected to creep
Autor: Kleyser Ribeiro, Mauro de Vasconcellos Real, Daniel Domingues Loriggio
Publikováno v: Latin American Journal of Solids and Structures, Volume: 18, Issue: 7, Article number: e401, Published: 22 OCT 2021
Latin American Journal of Solids and Structures v.18 n.7 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
A mechanical model was developed to evaluate the reliability of very slender columns subject to creep, employing the nonlinear moment-curvature relationship. Second-order effects were considered by the finite difference method. Numerical tests were c
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e6bf104959041157ea83ac0e878290c
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000700504&lng=en&tlng=en
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5
Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
Autor: Mauro de Vasconcellos Real, Daniel Domingues Loriggio, Márcio Wrague Moura
Publikováno v: Revista IBRACON de Estruturas e Materiais, Volume: 11, Issue: 2, Pages: 307-330, Published: APR 2018
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 2, Pp 307-330 (2018)
Revista IBRACON de Estruturas e Materiais v.11 n.2 2018
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
In this work a computational model is presented to evaluate the ultimate bending moment capacity of the cross section of reinforced and prestressed concrete beams. The computational routines follow the requirements of NBR 6118: 2014. This model is va
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d1444d07076b0d1857b6d361e41d9fe
https://doi.org/10.1590/s1983-41952018000200006
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6
Análise de efeitos de 2ª ordem: estudo de caso
Autor: Jeferson Rafael Bueno, Daniel Domingues Loriggio
Publikováno v: Revista IBRACON de Estruturas e Materiais v.9 n.4 2016
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 9, Issue: 4, Pages: 494-501, Published: AUG 2016
Revista IBRACON de Estruturas e Materiais, Vol 9, Iss 4, Pp 494-501
This paper presents a nonlinear static analysis of a reinforced concrete plane frame. It has as main objective is to realize a global stability verification of a plane frame, by using geometric stiffness matrix. In order to obtain first and second or
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7920d716fb87b6a80d77c41c6d0e46fc
https://doi.org/10.1590/s1983-41952016000400002
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7
Processo automático para análise e definição de geometria de cúpulas axissimétricas pela teoria de membrana com tensões normais constantes
Autor: Daniel Domingues Loriggio, F. T. Rabello, N. A. Marcellino
Publikováno v: Revista IBRACON de Estruturas e Materiais, Volume: 9, Issue: 4, Pages: 544-557, Published: AUG 2016
Revista IBRACON de Estruturas e Materiais, Vol 9, Iss 4, Pp 544-557
Revista IBRACON de Estruturas e Materiais v.9 n.4 2016
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
This paper presents an automatic procedure using the membrane theory of shells to analyse and define geometries for axisymmetric domes subjected to its own weight, varying its thickness and bend radius, to obtain constant normal stresses along the st
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::457d275efd7f9d601d690f7d85ca1a4d
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000400544&lng=en&tlng=en
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8
Anchorage failure and shear design of hollow-core slabs
Autor: José Manuel Matos Noronha Da Camara, Carlos Antonio Menegazzo Araujo, Daniel Domingues Loriggio
Publikováno v: Structural Concrete. 12:109-119
A number of studies in recent years have attempted to understand and calculate the shear strength of hollow-core slabs, but no consensus has been reached on this issue. The current design methods for hollow-core shear resistance are derived from expe
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6ccb625ae5ee768d7765c3a78b5b6815
https://doi.org/10.1002/suco.201000024
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9
Numerical analysis of symmetrical and asymmetrical reinforced concrete flat slabs - an integrated slab/ column analysis
Autor: Andre Puel, Daniel Domingues Loriggio
Publikováno v: Revista IBRACON de Estruturas e Materiais, Vol 9, Iss 3, Pp 306-356
Revista IBRACON de Estruturas e Materiais v.9 n.3 2016
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 9, Issue: 3, Pages: 306-356, Published: JUN 2016
This paper studies the modeling of symmetric and asymmetric flat slabs, presenting alternatives to the problem of singularity encountered when the slab is modeled considering columns as local support. A model that includes the integrated slab x colum
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::644ae1c055273f31d46b38c0f0604046
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000300306&lng=en&tlng=en
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10
Influence of the flexibility of beams and slabs in static response and dynamic properties
Autor: Jeferson Rafael Bueno, Daniel Domingues Loriggio
Publikováno v: Revista IBRACON de Estruturas e Materiais, Vol 9, Iss 6, Pp 842-855
Revista IBRACON de Estruturas e Materiais, Volume: 9, Issue: 6, Pages: 842-855, Published: DEC 2016
Revista IBRACON de Estruturas e Materiais v.9 n.6 2016
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
This article examines numerically the flexibility influence of support beams in static response and dynamic properties of a symmetric plate formed by massive slabs of reinforced concrete in elastic linear regime, using the Finite Element Method. In t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::793a9afc52f8a904cbaa8eb5f585d1c8
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000600842&lng=en&tlng=en
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