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Estado del arte en la conceptualización y aplicación del tema confiabilidad estructural

dc.contributor.advisorVanegas Herrera, Sergio Andrés
dc.contributor.authorUlloa Cuervo, Carlos Arturo
dc.contributor.authorDominguez Acero, Jhon Edinson
dc.contributor.authorPadilla García, Oscar Manuel
dc.date.accessioned2024-05-16T15:09:09Z
dc.date.available2024-05-16T15:09:09Z
dc.date.issued2022
dc.identifier.urihttps://repositorio.ufps.edu.co/handle/ufps/7338
dc.description.abstractEsta investigación se basó en un tema de confiabilidad estructural para la aplicación enfocada a edificaciones y puentes. Para ello, se implementó una investigación tipo documental y la información fue suministrada por la base de datos de la UFPS. Se logró conceptualizar el tema de confiabilidad estructural, partiendo de lo general hasta llevarlo a lo particular. Posteriormente, se indagó sobre las aplicaciones realizadas en el tema de confiabilidad a nivel nacional e internacional. Finalmente, se determinó hasta donde se ha llevado la investigación de la confiabilidad estructural a nivel nacional en comparación al nivel internacional.spa
dc.description.tableofcontentspág. Introducción 17 1. Problema 19 1.1 Titulo 19 1.2 Planteamiento del Problema 19 1.3 Formulación del Problema 19 1.4 Objetivos 20 1.4.1 Objetivo general 20 1.4.2 Objetivos específicos 20 1.5 Justificación 20 1.6 Alcance y Limitaciones 20 1.6.1 Alcance 20 1.6.2 Limitaciones 21 2. Algunos Conceptos de Confiabilidad y Probabilidad de Falla 22 2.1 Aspectos Generales 22 2.2 Concepto de Incertidumbre 25 2.3 Enfoques de la Confiabilidad Estructural 28 2.3.1 Enfoque determinístico 29 2.3.2 Enfoque semi-probabilístico 30 2.3.3 Enfoque probabilística 30 2.4 Medidas Determinísticas del Factor de Seguridad 32 2.4.1 Factor de seguridad 32 2.4.2 Invarianza del factor de seguridad 34 2.5 Medidas Probabilísticas del Factor de Seguridad 34 2.5.1 Factor de seguridad central 35 2.5.2 Factor de seguridad característico 33 3. Diseño Metodológico 37 3.1 Población y Muestra 37 3.1.1 Población 37 3.2 Instrumentos para la Recolección de Información 35 3.3 Técnicas de Análisis y Procesamiento de Datos 38 3.4 Fases y Actividades Específicas del Proyecto 38 4. Marco Teórico: Teoría de Confiabilidad Estructural, Definición del Índice de Confiabilidad  y Métodos de Cálculo de la Probabilidad 37 4.1 Generalidades 39 4.2 Índice de Confiabilidad 45 4.3 Factores de Seguridad en Formato de Factores Parciales 52 4.3.1 Factores parciales basados en valores centrales 54 4.3.2 Factores parciales basados en valores característicos 56 5. Marco Teórico: “Simulación de Montecarlo” 57 5.1 Generación de Números Aleatorios 59 5.1.1 Generación de números aleatorios no correlacionados 60 5.2 Extracción de la Información Estadística y Probabilística 61 5.3 Cálculo de la Probabilidad de Falla 62 5.4 Precisión de la Simulación 63 5.4.1 Alternativa 1 63 5.4.2 Alternativa 2 64 5.4.3 Alternativa 3 64 5.5 Técnicas de Reducción de Varianza 65 6. Aplicaciones de la Confiabilidad Estructural 67 6.1 Aplicaciones en Sistemas y Elementos Simples y Complejos de Tipo Estructural 67 6.1.1 Reliability Engineering and System Safety 67 6.1.2 An efficient approach for high-dimensional structural reliability analysis 68 6.1.3 Decision making for probabilistic fatigue inspection planning based on multiobjective optimization 70 6.1.4 Reliability analysis of deteriorating structural systems 72 6.1.5 Multi-objective reliability based design optimization of coupled acousticstructural system 74 6.1.6 Reliability-based Robust Design Optimization with the Reliability Index Approach applied to composite laminate structures 76 6.1.7 Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices 78 6.1.8 Optimal and acceptable reliabilities for structural design 79 6.1.9 Methodology for assessing the probabilistic condition of an asset based in concepts of structural reliability “PCBM - Probabilistic Condition Based Maintenance” 80 6.1.10 System reliability-based direct design method for space frames with cold– formed steel hollow sections 82 6.1.11 Hybrid control variates-based simulation method for structural reliability analysis of some problems with low failure probability 83 6.1.12 Probabilistic methods for planning of inspection for fatigue cracks in offshore structures 86 6.1.3 Detailed seismic risk analysis of buildings using structural reliability methods 88 6.1.14 Seismic reliability analysis of a timber steel hybrid system 91 6.1.15 Seismic reliability-based design of inelastic base-isolated structures with leadrubber bearing systems 94 6.1.16 Reliability analysis of FRP strengthened RC beams considering compressive membrane action 95 6.1.17 Reliability analysis of H-section steel columns under blast loading 97 6.1.18 Stochastic harmonic function based wind field simulation and wind-induced reliability of super high-rise buildings 100 6.1.19 Structural reliability analysis with fuzzy random variables using error principle. 101 6.1.20 Structural reliability of biaxial loaded Short/Slender-Square FRP-confined RC columns 103 6.2 Aplicaciones y Análisis de Confiabilidad en Estructuras Tipo Puente y sus Elementos 105 6.2.1 Structural reliability of bridges realized with reinforced concretes containing electric arc furnace slag aggregates 105 6.2.2 Global sensitivity analysis of reliability of structural bridge system 107 6.2.3 Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connections 109 6.2.4 Information-dependent seismic reliability assessment of bridge networks based on a correlation model 112 6.2.5 A probability-based reliability assessment approach of seismic base-isolated bridges in cold regions 114 6.2.6 Reliability-based progressive collapse analysis of highway bridges 116 6.2.7 Time-dependent reliability of strengthened PSC box-girder bridge using phased and incremental static analyses 117 6.2.8 Time-dependent reliability assessment of existing concrete bridges including non-stationary vehicle load and resistance processes 120 6.2.9 Probabilistic reliability framework for assessment of concrete fatigue of existing RC bridge deck slabs using data from monitoring 122 6.2.10 The importance of correlation among flutter derivatives for the reliability based optimum design of suspension bridges 123 6.2.11 Performance-based reliability analysis of bridge pier subjected to vehicular collision: extremity and failure 126 6.2.12 An efficient method of system reliability analysis of steel cable-stayed bridges 128 6.2.13 Target reliability for bridges with consideration of ultimate limit state 131 6.3 Aplicaciones y Análisis de Confiabilidad en Estructuras tipo Puente a Nivel Nacional 133 6.3.1 Estudio puente Puerto Salgar 133 6.3.2 Estudio viaducto Cesar Gaviria Trujillo 141 6.3.3 Desarrollo de un algoritmo computacional para la estimación de la tensión de cables en puentes atirantados, con base en la medición experimental en laboratorio y campo de sus modos y frecuencias naturales de vibración 147 6.3.4 Estudio del comportamiento dinámico del viaducto portachuelo basado en medición de vibraciones ambientales 155 7. Conclusiones 164 Referencias Bibliográficas 166spa
dc.format.extent176 páginas. ilustraciones, (Trabajo Completo) 2.939 KBspa
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dc.language.isospaspa
dc.publisherUniversidad Francisco de Paula Santanderspa
dc.rightsDerechos Reservados - Universidad Francisco de Paula Santandereng
dc.sourcehttps://catalogobiblioteca.ufps.edu.co/descargas/tesis/1010067_1010063_1010068.pdfspa
dc.titleEstado del arte en la conceptualización y aplicación del tema confiabilidad estructuralspa
dc.typeTrabajo de grado - Especializaciónspa
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dc.contributor.corporatenameUniversidad Francisco de Paula Santanderspa
dc.description.degreelevelEspecializaciónspa
dc.description.degreenameEspecialista en Estructurasspa
dc.publisher.facultyFacultad de Ingenieríaspa
dc.publisher.placeSan José de Cúcutaspa
dc.publisher.programEspecialización en Estructurasspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)spa
dc.subject.lembEstado del arte
dc.subject.lembConfiabilidad -- Estructural
dc.subject.lembPuentes
dc.subject.proposalEstado del arteeng
dc.subject.proposalConfiabilidad estructuralspa
dc.subject.proposalEdificaciones y puentesspa
dc.type.coarhttp://purl.org/coar/resource_type/c_7a1fspa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/otherspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa
dc.contributor.juryCáceres Rubio, José Rafael
dc.contributor.juryVanegas Herrera, Sergio Andrés
dc.contributor.juryMárquez Peñranada, Jorge Fernando


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