A simplified approach to estimate the lifetime of structures subjected to earthquakes
This paper presents a stochastic model with which it is possible to know the Mean-Time-To-Failure of a structure and Mean-Time in which the performance levels of system are reached. The different parameters that influence the method, such as the structural period, the type of soil, the types of eart...
- Autores:
-
Vargas Quintero, Miguel Angel
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2017
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/61955
- Acceso en línea:
- http://hdl.handle.net/1992/61955
- Palabra clave:
- Diseño de estructuras
Diseño sismo resistente
Ingeniería de estructuras
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Sánchez Silva, Edgar Mauriciovirtual::8688-1Vargas Quintero, Miguel Angelb2f83be6-25d2-44c3-9efa-417543304b055002022-09-26T22:47:22Z2022-09-26T22:47:22Z2017http://hdl.handle.net/1992/61955instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/795732-1001This paper presents a stochastic model with which it is possible to know the Mean-Time-To-Failure of a structure and Mean-Time in which the performance levels of system are reached. The different parameters that influence the method, such as the structural period, the type of soil, the types of earthquakes that can be representative of the area of study and the seismic threat, are also taken into account. The fundamental basis of the model is the accumulation of seismic damage over time, in which the effect of damage by repetitive seismic events with medium-strong intensity is analyzed. Thanks to the method, it is given the opportunity to the different design codes to take into account the verification of the different limit states of the structure in order to guarantee the life of the system that is desired. The model is illustrated by an example and is compared to different scenarios in which...Este artículo presenta un modelo estocástico con el que es posible conocer la relación del Tiempo Medio a la Falla de una estructura y el Tiempo Medio en el que se alcanzan los niveles de desempeño del sistema. Los diferentes parámetros que influyen en el método, como el período estructural, el tipo de suelo, los tipos de terremotos que pueden ser representativos del área de estudio y la amenaza sísmica, se tienen en cuenta. La base fundamental del modelo es la acumulación de daño en el tiempo, en el que el efecto de daños por eventos sísmicos repetitivos de mediana y alta intensidad. Gracias al método, se da la oportunidad a diferentes códigos de diseño que tengan en cuenta la verificación de los diferentes estados límite de la estructura con el fin de garantizar la vida del sistema. El modelo se ilustra mediante un ejemplo y es comparado con distintos...Ingeniero CivilPregrado19 hojasapplication/pdfengUniversidad de los AndesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalA simplified approach to estimate the lifetime of structures subjected to earthquakesTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPDiseño de estructurasDiseño sismo resistenteIngeniería de estructuras201215334Publicationhttps://scholar.google.es/citations?user=0qgd0wkAAAAJvirtual::8688-10000-0002-3626-6690virtual::8688-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000076813virtual::8688-124c11e3d-0ed1-4dc6-8d0f-47041642d01fvirtual::8688-124c11e3d-0ed1-4dc6-8d0f-47041642d01fvirtual::8688-1TEXT13058.pdf.txt13058.pdf.txtExtracted texttext/plain47011https://repositorio.uniandes.edu.co/bitstreams/87a6b82e-0841-4f3b-9596-195d0e614901/downloadae38af8b3ad4513805fe696c326c2319MD52THUMBNAIL13058.pdf.jpg13058.pdf.jpgIM Thumbnailimage/jpeg15292https://repositorio.uniandes.edu.co/bitstreams/1809127d-fe58-479c-9453-188efdb14135/download1c8e2044872192afb3579e49344b78fdMD53ORIGINAL13058.pdfapplication/pdf791466https://repositorio.uniandes.edu.co/bitstreams/7ebdc557-0256-429e-91d5-61ae417042cb/downloadfa3bafc01c2c7d66b138873234ecc0abMD511992/61955oai:repositorio.uniandes.edu.co:1992/619552024-03-13 13:44:42.388https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co |
| dc.title.spa.fl_str_mv |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| title |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| spellingShingle |
A simplified approach to estimate the lifetime of structures subjected to earthquakes Diseño de estructuras Diseño sismo resistente Ingeniería de estructuras |
| title_short |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| title_full |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| title_fullStr |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| title_full_unstemmed |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| title_sort |
A simplified approach to estimate the lifetime of structures subjected to earthquakes |
| dc.creator.fl_str_mv |
Vargas Quintero, Miguel Angel |
| dc.contributor.advisor.none.fl_str_mv |
Sánchez Silva, Edgar Mauricio |
| dc.contributor.author.none.fl_str_mv |
Vargas Quintero, Miguel Angel |
| dc.subject.keyword.spa.fl_str_mv |
Diseño de estructuras Diseño sismo resistente Ingeniería de estructuras |
| topic |
Diseño de estructuras Diseño sismo resistente Ingeniería de estructuras |
| description |
This paper presents a stochastic model with which it is possible to know the Mean-Time-To-Failure of a structure and Mean-Time in which the performance levels of system are reached. The different parameters that influence the method, such as the structural period, the type of soil, the types of earthquakes that can be representative of the area of study and the seismic threat, are also taken into account. The fundamental basis of the model is the accumulation of seismic damage over time, in which the effect of damage by repetitive seismic events with medium-strong intensity is analyzed. Thanks to the method, it is given the opportunity to the different design codes to take into account the verification of the different limit states of the structure in order to guarantee the life of the system that is desired. The model is illustrated by an example and is compared to different scenarios in which... |
| publishDate |
2017 |
| dc.date.issued.spa.fl_str_mv |
2017 |
| dc.date.accessioned.none.fl_str_mv |
2022-09-26T22:47:22Z |
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2022-09-26T22:47:22Z |
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Trabajo de grado - Pregrado |
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info:eu-repo/semantics/bachelorThesis |
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info:eu-repo/semantics/acceptedVersion |
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http://purl.org/coar/resource_type/c_7a1f |
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Text |
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reponame:Repositorio Institucional Séneca |
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repourl:https://repositorio.uniandes.edu.co/ |
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795732-1001 |
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http://hdl.handle.net/1992/61955 |
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instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ 795732-1001 |
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eng |
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eng |
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https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf |
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info:eu-repo/semantics/openAccess |
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19 hojas |
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Universidad de los Andes |
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Ingeniería Civil |
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Facultad de Ingeniería |
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Departamento de Ingeniería Civil y Ambiental |
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