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
dor_id: 26018
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650.#.4.x: Ingenierías
336.#.#.b: article
336.#.#.3: Artículo de Investigación
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351.#.#.b: Ingeniería, Investigación y Tecnología
351.#.#.a: Artículos
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590.#.#.c: Open Journal Systems (OJS)
270.#.#.d: MX
270.1.#.d: México
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883.#.#.a: Revistas UNAM
590.#.#.a: Coordinación de Difusión Cultural, UNAM
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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De León Escobedo, David
Facultad de Ingeniería, UNAM, publicado en Ingeniería, Investigación y Tecnología, y cosechado de Revistas UNAM
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