dor_id: 26018

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650.#.4.x: Ingenierías

336.#.#.b: article

336.#.#.3: Artículo de Investigación

336.#.#.a: Artículo

351.#.#.6: http://www.revistas.unam.mx/index.php/ingenieria/index

351.#.#.b: Ingeniería, Investigación y Tecnología

351.#.#.a: Artículos

harvesting_group: RevistasUNAM

270.1.#.p: Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

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270.#.#.d: MX

270.1.#.d: México

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883.#.#.a: Revistas UNAM

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883.#.#.1: https://www.publicaciones.unam.mx/

883.#.#.q: Dirección General de Publicaciones y Fomento Editorial, UNAM

850.#.#.a: Universidad Nacional Autónoma de México

856.4.0.u: http://www.revistas.unam.mx/index.php/ingenieria/article/view/26990/25145

100.1.#.a: De León Escobedo, David

524.#.#.a: De León Escobedo, David (2011). Risk-Informed Selection of Steel Connections for Seismic Zones. Ingeniería Investigación y Tecnología; Vol 12, No 2, 2011. Recuperado de https://repositorio.unam.mx/contenidos/26018

245.1.0.a: Risk-Informed Selection of Steel Connections for Seismic Zones

502.#.#.c: Universidad Nacional Autónoma de México

561.1.#.a: Facultad de Ingeniería, UNAM

264.#.0.c: 2011

264.#.1.c: 2011-08-29

653.#.#.a: Bolted and welded connections, seismic response, life-cycle expected cost, seismic risk; bolted and welded connections, seismic response, life-cycle expected cost, seismic risk

506.1.#.a: La titularidad de los derechos patrimoniales de esta obra pertenece a las instituciones editoras. Su uso se rige por una licencia Creative Commons BY-NC-ND 4.0 Internacional, https://creativecommons.org/licenses/by-nc-nd/4.0/legalcode.es, fecha de asignación de la licencia 2011-08-29, para un uso diferente consultar al responsable jurídico del repositorio por medio del correo electrónico marciaglez@dirfing.unam.mx

884.#.#.k: http://www.revistas.unam.mx/index.php/ingenieria/article/view/26990

001.#.#.#: oai:ojs.phoenicis.tic.unam.mx:article/26990

041.#.7.h: spa

520.3.#.a: The fi ndings about the fragile behavior of steel welded connections after the northridge 1994 earthquake, specially for frames designed to withstand lateral force, has brought an amount of new attention to the design and safetyissues of the welded connections for structures located on seismic zones. in México, practitioners and designers are wondering about the seismic effectiveness of the several kinds of connections as used in steel structures. A decision must be made to balance the safety required with the costs incurredafter exceeding the serviceability limit state. structural reliability techniques provide the proper framework to include the inherent uncertainties into the design process. registered motions after the 1985 mexico city earthquake are properly scaled according to the seismic hazard curve for soft soil inmexico city. earthquake occurrence is modeled as a poisson process and the expected life-cycle cost is taken as the decision criteria. parametric analyses allow the identifi cation of dominant variables and ranges where one option is more recommendable than the other one. The proposed formulation may support designers and builders for the decision making process about the selection of the convenient connection type for the seismic zones with soft soil in mexico city. the fi ndings about the fragile behavior of steel welded connections after the northridge 1994 earthquake, specially for frames designed to withstand lateral force, has brought an amount of new attention to the design and safetyissues of the welded connections for structures located on seismic zones. in México, practitioners and designers are wondering about the seismic effectiveness of the several kinds of connections as used in steel structures. A decision must be made to balance the safety required with the costs incurredafter exceeding the serviceability limit state. structural reliability techniques provide the proper framework to include the inherent uncertainties into the design process. registered motions after the 1985 mexico city earthquake are properly scaled according to the seismic hazard curve for soft soil inmexico city. earthquake occurrence is modeled as a poisson process and the expected life-cycle cost is taken as the decision criteria. parametric analyses allow the identifi cation of dominant variables and ranges where one option is more recommendable than the other one. The proposed formulation may support designers and builders for the decision making process about the selection of the convenient connection type for the seismic zones with soft soil in mexico city.

773.1.#.t: Ingeniería Investigación y Tecnología; Vol 12, No 2 (2011)

773.1.#.o: http://www.revistas.unam.mx/index.php/ingenieria/index

046.#.#.j: 2021-08-03 00:00:00.000000

022.#.#.a: ISSN impreso: 1405-7743

310.#.#.a: Trimestral

264.#.1.b: Facultad de Ingeniería, UNAM

758.#.#.1: http://www.revistas.unam.mx/index.php/ingenieria/index

handle: 42259727a311d4a2

harvesting_date: 2019-02-06 00:00:00.0

856.#.0.q: application/pdf

245.1.0.b: Risk-Informed Selection of Steel Connections for Seismic Zones

last_modified: 2021-08-12 16:00:00

license_url: https://creativecommons.org/licenses/by-nc-nd/4.0/legalcode.es

license_type: by-nc-nd

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Artículo

Risk-Informed Selection of Steel Connections for Seismic Zones

De León Escobedo, David

Facultad de Ingeniería, UNAM, publicado en Ingeniería, Investigación y Tecnología, y cosechado de Revistas UNAM

Licencia de uso

Procedencia del contenido

Cita

De León Escobedo, David (2011). Risk-Informed Selection of Steel Connections for Seismic Zones. Ingeniería Investigación y Tecnología; Vol 12, No 2, 2011. Recuperado de https://repositorio.unam.mx/contenidos/26018

Descripción del recurso

Autor(es)
De León Escobedo, David
Tipo
Artículo de Investigación
Área del conocimiento
Ingenierías
Título
Risk-Informed Selection of Steel Connections for Seismic Zones
Fecha
2011-08-29
Resumen
The fi ndings about the fragile behavior of steel welded connections after the northridge 1994 earthquake, specially for frames designed to withstand lateral force, has brought an amount of new attention to the design and safetyissues of the welded connections for structures located on seismic zones. in México, practitioners and designers are wondering about the seismic effectiveness of the several kinds of connections as used in steel structures. A decision must be made to balance the safety required with the costs incurredafter exceeding the serviceability limit state. structural reliability techniques provide the proper framework to include the inherent uncertainties into the design process. registered motions after the 1985 mexico city earthquake are properly scaled according to the seismic hazard curve for soft soil inmexico city. earthquake occurrence is modeled as a poisson process and the expected life-cycle cost is taken as the decision criteria. parametric analyses allow the identifi cation of dominant variables and ranges where one option is more recommendable than the other one. The proposed formulation may support designers and builders for the decision making process about the selection of the convenient connection type for the seismic zones with soft soil in mexico city. the fi ndings about the fragile behavior of steel welded connections after the northridge 1994 earthquake, specially for frames designed to withstand lateral force, has brought an amount of new attention to the design and safetyissues of the welded connections for structures located on seismic zones. in México, practitioners and designers are wondering about the seismic effectiveness of the several kinds of connections as used in steel structures. A decision must be made to balance the safety required with the costs incurredafter exceeding the serviceability limit state. structural reliability techniques provide the proper framework to include the inherent uncertainties into the design process. registered motions after the 1985 mexico city earthquake are properly scaled according to the seismic hazard curve for soft soil inmexico city. earthquake occurrence is modeled as a poisson process and the expected life-cycle cost is taken as the decision criteria. parametric analyses allow the identifi cation of dominant variables and ranges where one option is more recommendable than the other one. The proposed formulation may support designers and builders for the decision making process about the selection of the convenient connection type for the seismic zones with soft soil in mexico city.
Tema
Bolted and welded connections, seismic response, life-cycle expected cost, seismic risk; bolted and welded connections, seismic response, life-cycle expected cost, seismic risk
Idioma
spa
ISSN
ISSN impreso: 1405-7743

Enlaces