Výsledky vyhledávání - "ENGENHARIA CIVIL::ESTRUTURAS"

Recovery of deteriorated wooden beams with screwed steel plate

Autor: Jardim, Pedro Ignácio Lima Gadêlha

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Não recebi financiamento Wood is a material widely used in construction since ancient times, commonly found in historical buildings all over the planet. As wood is a biodegradable material, the constructions that use it as a structural typology, wit

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::a22f74d7c01ba547f71ca0a516b09744
https://repositorio.ufscar.br/handle/ufscar/17219.

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Buckling analysis of load-bearing masonry walls

Autor: Padilha, Tiago Montanha

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Não recebi financiamento This research presents analyzes of slender reinforced masonry walls built with concrete units. The analysis was performed with finite element modeling. The Abaqus computational package was used to develop the models. Slender

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::ca4038099fa1aa1f0aee4cb545903c38
https://repositorio.ufscar.br/handle/ufscar/16628

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Flexural resistance of partially encased composite beams with concrete hollow core slabs and steel cellular profile in slim floor systems

Autor: Pereira Júnior, Sineval Esteves

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) The slim floor systems are characterized by partially encased beam, usually asymmetrical steel profile, configuring a partially encased composite beam. This research aims to eval

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::bd8ece481ba451bacd8ffc5d97eee99a
https://repositorio.ufscar.br/handle/ufscar/16545.

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Steel Fiber Reinforced Recycled Aggregate Concrete: literature review and evaluation of analytical models

Autor: Gazoni, Murilo Henn

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Não recebi financiamento The development of new concrete technologies has accelerated in recent years, combining performance and demand for sustainability. Therefore, the development of a steel fiber reinforced concrete and produced with replacement

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::d8f488e9d594615225c03363fe5f87ad
https://repositorio.ufscar.br/handle/ufscar/16450.

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Analysis of the behavior of dynamic systems with nonlinear tuned vibration absorbers

Autor: Marques Filho, Marcello Gomes

Publikováno v: Biblioteca Digital de Teses e Dissertações da UFG
Universidade Federal de Goiás (UFG)
instacron:UFG

Estruturas flexíveis e esbeltas, tais como edifícios ou pontes de grandes vãos, têm-se tornado cada vez mais suscetíveis à ação de cargas dinâmicas, observando-se um incremento das suas amplitudes de oscilação. Nesse sentido, o efeito das

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::581174ba3493252b4ed93b33615ac069
http://repositorio.bc.ufg.br/tede/handle/tede/12146

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Influence of carbonization models on nonlinear geometric analysis of timber trusses in fire situation

Autor: Silva, Thiago Damasceno

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) In this work, a numerical study about the geometric nonlinear analysis of plane timber trusses in fire situations was carried out. The analysis was based on a positional formulat

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::e764d8a9a9dfaaab60ab1ac898b1c80c
https://repositorio.ufscar.br/handle/ufscar/16156.

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Models for estimating the characteristic off-axis tensile strength of hardwoods

Autor: Almeida, João Paulo Boff

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) Due to the anisotropic characteristics, wood has distinct mechanical performance when requested in longitudinal, radial and tangential directions. In structural design, the longi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::26bb2512da31f015475a630ed8691be6
https://repositorio.ufscar.br/handle/ufscar/15862

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Models for estimating physical mechanical properties of tropical wood species as a function of apparent density and transversal vibration frequency

Autor: Silva, Larissa Soriani Zanini Ribeiro Soares

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Não recebi financiamento The wood is an excellent material of constructive application, little inserted to the market of the national construction, but with great potential of exploration. This fact is justified not only by restrictions of a social-

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::18c1ca24ee0c917bc42dd3198465dc9b
https://repositorio.ufscar.br/handle/ufscar/15853

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Contribution to the study of precast concrete columns in transitory stage

Autor: Otrente, João Francisco

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Não recebi financiamento During its production, the precast structures go through different stages called the transitory stage and, consequently, through different static schemes and requests. The precast columns during this stage have a static beam

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::07d7f2e54a1a18bf5f3dc2dfef061dd7
https://repositorio.ufscar.br/handle/ufscar/16374

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Analysis of the shear strength parallel to the wood fibers according to the slope of the growth rings in the cross-section

Autor: Rodrigues, Edson Fernando Castanheira

Publikováno v: Repositório Institucional da UFSCAR
Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) The shear strength parallel to the fibers (fv0) is quite important, so that it can be verified in the Ultimate Limit State (ULS) of connections (simple shear) and in bending and

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::759ff953e2b08f3a0f61fd036b3c7d8e
https://repositorio.ufscar.br/handle/ufscar/15685.

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