Frame Joints
Mostrando 1-12 de 21 artigos, teses e dissertações.
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1. Beam-Column Joints Reinforcement Detailing Adequacy in Case of a Corner Column Loss-Numerical Analysis
Abstract This study investigates the behavior of reinforced concrete (RC) beam-column joints at the corner panel after a ground corner column loss scenario. The ductility of a frame is dependent on the ductility of its components, particularly its joints. Deficiency in joints performance can be related to an unexpected event. For example, the removal of a gr
Lat. Am. j. solids struct.. Publicado em: 15/08/2019
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2. Reinforced Concrete Beam-Column Inverted Knee Joint Behaviour after Ground Corner Column Loss-Numerical Analysis
Abstract Beam-column joints are critical component in the load path of reinforced concrete (RC) frames, due to their role in transferring loads among different RC frame components. The loss of a ground corner column in a RC frame turns an exterior joint into an inverted knee joint and recent code provisions for exterior joints are not sufficient to knee join
Lat. Am. j. solids struct.. Publicado em: 04/10/2018
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3. Vida a fatiga de uniones soldadas mediante PAW de aceros microaleados al boro
ABSTRACT In the last years microalloyed boron steels have been adopted in the automotive industry to achieve weight reductions. Namely, they are used as load-bearing elements such as pillars and reinforcements, in a quenched and tempered (QT) condition with tensile strength ranging from 800 to 1300 MPa. Dual-Phase (DP) steels have also been introduced in thi
Matéria (Rio J.). Publicado em: 19/07/2018
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4. Development of Sliding Connections for Structural Analysis by a Total Lagrangian FEM Formulation
Abstract In this study a total lagrangian 2D finite element formulation is used to model plane frames developing large displacements and rotations considering sliding connections. This kind of connections is usually called prismatic and cylindrical joints. In order to be self-containing, the steps of the development of a frame finite element of any approxima
Lat. Am. j. solids struct.. Publicado em: 2016-11
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5. Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado / Applying the finite element method to the study of beam-column joints in reinforced concrete structures
A simulação numérica através do Método dos Elementos Finitos vem sendo utilizada em grande escala nos dias de hoje. Sendo que os trabalhos experimentais não conseguem cobrir toda a gama de situações que podem ocorrer em estruturas de concreto armado, o Método dos Elementos Finitos se apresenta como uma ferramenta para ampliar e generalizar os result
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 2011
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6. Vibroacustografia na avaliação tridimensional de artroplastia total de quadril / Vibro-acoustography in the tridimensional evaluation of total hip arthroplasty
Vibro-acoustography (VA) is a high lateral resolution (<0.7 mm), speckle-free, non- ionizing and non-invasive image based on the nonlinear combination phenomenon of ultrasound waves (MHz) that generates a narrow focus region of low frequency (kHz). In this work, we propose a VA-based tridimensional evaluation of the exposed area of implants, after total hip
Publicado em: 2011
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7. Método de reconhecimento da marcha humana por meio da fusão das características do movimento global / Recognition method of human gait by fusion of features of the global movement
This paper proposes a novel computer vision approach that processes video sequences of people walking and then recognises those people by their gait. Human motion carries different information that can be analysed in various ways. The skeleton carries motion information about human joints, and the silhouette carries information about boundary motion of the h
Publicado em: 2010
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8. Análise Paramétrica de Ligações com Placa de Extremidade em Estruturas de Aço Submetidas a Momento Fletor e Força Axial / Parametrical Analysis of Structural Steel Endplate Joints Subjected to Bending Moment and Axial Force.
Traditionally, the steel portal frame design assumes that beam-to-column joints are rigidor pinned. Rigid joints, where no relative rotations occur between the connected members, transfer not only substantial bending moments, but also shear and axial forces. On the other extreme, pinned joints, are characterised by almost free rotation movement between the c
Publicado em: 2006
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9. Wind pressures in framed structures with semi-rigid connections
In the analysis and design of framed structures, the traditional methods are based on the simplified assumption that the joints are completely either pinned or rigid. However, the experimental investigations show that the frame connections present an intermediate behaviour between these two extreme cases. The present work is concerned with the dynamic elasti
Journal of the Brazilian Society of Mechanical Sciences and Engineering. Publicado em: 2004-06
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10. Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas / Theoretical and experimental study of reinforced concrete frame joints behavior under cyclic load
The present thesis studies the behavior of frame joints in reinforced concrete beam-column joints subjected to cyclic loads. The thesis is divided into two parts: an experimental study and a theoretical-based study. The experimental study is based on laboratory tests on five physical models of beam-column joints. The results of this experimental study permit
Publicado em: 2004
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11. Biased reading frames of pre-existing DH--JH coding joints and preferential nucleotide insertions at VH--DJH signal joints of excision products of immunoglobulin heavy chain gene rearrangements.
During B cell differentiation immunoglobulin (Ig) DH segments join to JH segments, followed by joining of VH to DJH. Although circular excision products of DH--JH rearrangements have been characterized, excision products of VH to DJH joining have never been isolated. We selectively denatured chromosomal DNA of mouse splenocytes and enriched circular DNA span
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12. Analysis of the Pseudomonas aeruginosa major outer membrane protein OprF by use of truncated OprF derivatives and monoclonal antibodies.
TnphoA mutagenesis of the cloned oprF gene was utilized to generate 16 classes of fusions encoding differing lengths of the amino terminus of OprF fused to either alkaline phosphatase or to peptide tags of 1 to 20 amino acids, depending on the orientation and reading frame into which TnphoA was inserted. Representatives of each of the 16 classes were sequenc