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The influence of gravity column continuity on the seismic performance of special steel moment frame structures
(ELSEVIER LTD, 2016-03-01)
This paper investigates the influence of the stiffness and strength of gravity columns on the collapse performance of buildings that utilize steel special moment frames as the main seismic lateral load resisting system. ...
Análise experimental de emenda em armadura longitudinal de pilares curtos de concreto
(Universidade Federal do Espírito SantoBREngenharia CivilPrograma de Pós-Graduação em Engenharia CivilUFES, 2013-11-28)
The lap splice of the longitudinal reinforcement of columns positioned at the base, widely used in the execution of multiple floors structures in reinforced concrete floors, is the most vulnerable point in the pathological ...
Estudo da continuidade de elementos pré-moldados com emendas por luvas grauteadas
(Universidade Federal de São CarlosUFSCarPrograma de Pós-Graduação em Engenharia Civil - PPGECivCâmpus São Carlos, 2018-03-07)
The aim of this paper was the validation of the monolithic equivalence applied to precast columns with grouted splice sleeve connections, wherein spliced precast prototypes have been compared with continuous monolithic ...
Evaluación del impacto económico del grado de acero de refuerzo y del tipo de empalme en el diseño de edificios con sistema estructural combinado con capacidad de disipación de energía moderada y especial
(Escuela Colombiana de Ingeniería Julio Garavito, 2020)
Recently, worldwide, different investigations have been carried out that give viability to high-strength steel (steel grade 80 and grade 100), as an internal reinforcement of concrete and an alternative to traditional steel ...
Verificação do comportamento de ligações viga-pilar com continuidade de armadura negativa por meio de luvas rosqueadas
(Universidade Federal de São CarlosUFSCarPrograma de Pós-Graduação em Engenharia Civil - PPGECivCâmpus São Carlos, 2018-04-16)
Although an increasing demand on precast concrete structures exists, there is a lack of
tools for the safe design of precast connections in many situations. This research focuses
on the study of semi-rigid beam-column ...
Comportamiento de columnas reforzadas con FRP
(Universidad Michoacana de San Nicolás de Hidalgo, 2014-08)
In this work are reviewed the recommendations to reinforce concrete columns with different configurations using FRP stripes, in the face of the axial load and flexural moment increase; as well as because of confinement and ...
Uso de conexiones tipo placa de extremo, para conexiones de continuidad de columna, en perfiles tipo H
(2019-06-19)
A partir de la necesidad de empalmar perfiles de secciones tipo H utilizados como columnas, en esta investigación se ha planteado el uso de la metodología de conexiones tipo placa de extremo, para empalmar elementos sometidos ...
Diseño y evaluación del desempeño de un tipo de empalme soldado para barras longitudinales de 1/2 pulgada
(Universidad Nacional de Colombia - Sede Bogotá, 2018-12-01)
For this Master's Degree Thesis, developed at Universidad National de Colombia, the design and experimental validation of a type of welded splice for corrugated steel bars, manufactured under standard NTC2289 with a half ...
Análise da solução em estrutura metálica adotada para a construção do edifício do banco SICOOB - Sistema de Cooperativas de Crédito do Brasil, em são Lourenço do Oeste - SC
(Universidade Tecnológica Federal do ParanáPato BrancoBrasilDepartamento Acadêmico de Construção CivilEngenharia CivilUTFPR, 2016-11-22)
The most usual constructive system in Brazil it is still with reinforced concrete structure, but in some regions, such as the south and southeast, the numbers of constructions executed in steel structures have been increasing ...