dor_id: 4141304

506.#.#.a: Público

590.#.#.d: Los artículos enviados a la revista "Geofísica Internacional", se juzgan por medio de un proceso de revisión por pares

510.0.#.a: Consejo Nacional de Ciencia y Tecnología (CONACyT); Scientific Electronic Library Online (SciELO); SCOPUS, Dialnet, Directory of Open Access Journals (DOAJ); Geobase

561.#.#.u: https://www.geofisica.unam.mx/

650.#.4.x: Físico Matemáticas y Ciencias de la Tierra

336.#.#.b: article

336.#.#.3: Artículo de Investigación

336.#.#.a: Artículo

351.#.#.6: http://revistagi.geofisica.unam.mx/index.php/RGI

351.#.#.b: Geofísica Internacional

351.#.#.a: Artículos

harvesting_group: RevistasUNAM

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

590.#.#.c: Open Journal Systems (OJS)

270.#.#.d: MX

270.1.#.d: México

590.#.#.b: Concentrador

883.#.#.u: https://revistas.unam.mx/catalogo/

883.#.#.a: Revistas UNAM

590.#.#.a: Coordinación de Difusión Cultural

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

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

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

856.4.0.u: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/1665/1816

100.1.#.a: Arias S., A.; Husin L., R.

524.#.#.a: Arias S., A., et al. (1963). Influence of viscous damping on the earthquake response of linear structures. Geofísica Internacional; Vol. 3 Núm. 1: Enero 1, 1963; 1-10. Recuperado de https://repositorio.unam.mx/contenidos/4141304

245.1.0.a: Influence of viscous damping on the earthquake response of linear structures

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

561.1.#.a: Instituto de Geofísica, UNAM

264.#.0.c: 1963

264.#.1.c: 1963-01-01

653.#.#.a: Sismología; Sismos; Amortiguamiento viscoso; Estructuras lineales; Seismology; Earthquakes; Viscous Damping; Linear structures

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-SA 4.0 Internacional, https://creativecommons.org/licenses/by-nc-sa/4.0/legalcode.es, para un uso diferente consultar al responsable jurídico del repositorio por medio del correo electrónico revistagi@igeofisica.unam.mx

884.#.#.k: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/1665

001.#.#.#: 063.oai:revistagi.geofisica.unam.mx:article/1665

041.#.7.h: spa

520.3.#.a: The influence of viscous damping, expressed in terms of critical damping, on the response spectrum of single degree of freedom linear structures is analyzed. The spectra published by Alford, Housner and Martel are taken as a basis for this analysis, and the results arc confirmed through the standard spectra proposed by Housner and also through mean spectra obtained by Byeroft for linear oscillators subjected to random acceleration pulses. It is concluded that there is a very clear dependence between the magnitude of the response and the damping ratio: for a structure ith given period, the response is proportional to n-O.4 for n > 0.02. A theoretical analysis due to Hudson shows that the response for a structure of given period is proportional to n-0.5. This result can be generalized for structures with several degrees of freedom under the following hypothesis: the earthquake may be represented as a stationary random process known as white noise; there are principal modes of vibration that are orthogonal and their frequencies are all different. The discrepancy between theoretical and experimental results is explained as arising from the finite duration of real earthquakes The findings of Hudson are extended to include the possibility of comparing the responses of undamped and damped oscillators.

773.1.#.t: Geofísica Internacional; Vol. 3 Núm. 1: Enero 1, 1963; 1-10

773.1.#.o: http://revistagi.geofisica.unam.mx/index.php/RGI

022.#.#.a: ISSN-L: 2954-436X; ISSN impreso: 0016-7169

310.#.#.a: Trimestral

300.#.#.a: Páginas: 1-10

264.#.1.b: Instituto de Geofísica, UNAM

doi: https://doi.org/10.22201/igeof.2954436xe.1963.3.1.1665

handle: 00c9734608f472c5

harvesting_date: 2023-06-20 17:00:00.0

856.#.0.q: application/pdf

file_creation_date: 2023-01-31 15:32:46.0

file_modification_date: 2023-05-02 02:22:11.0

file_creator: A. Arias S.

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file_pages_number: 10

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file_size: 591511

245.1.0.b: Influencia del amortiguamiento viscoso sobre la respuesta a temblor de estructuras lineales

last_modified: 2023-06-20 17:00:00

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

license_type: by-nc-sa

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