Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA

Translated title of the contribution: Relationship displacement ductility vs. damping ratio for high performance fibre reinforced concrete frames

Carlos Alberto Miramontes Zapata, Diego Miramontes De Leon, Juan Martinez-Rueda, Humberto Miguel Sansebastian Garcia

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBNResearchpeer-review

Abstract

In recent years, different displacement-based seismic design methods have been proposed. The direct displacement-base design method has been adapted to a wide range of structural configurations. However, in order to improve the behaviour of structures, innovative materials have been also developed. As an example, high performance fiber reinforced composite is a kind of concrete with enhanced ductility in tension. In order to apply the direct displacement-base design to structural systems with this kind of mechanical properties, a new relationship ductility-damping is proposed.
Original languageSpanish
Title of host publicationMemorias del XX Congreso Nacional de Ingenieria Estructural
Place of PublicationMexico
PublisherSociedad Mexicana de Ingenieria Estructural
Pages1-14
Number of pages14
Publication statusPublished - 16 Nov 2016
EventXX Congreso nacional de ingenieria estructural - Yucatan, Merida, Mexico
Duration: 16 Nov 201619 Nov 2016
Conference number: 20

Conference

ConferenceXX Congreso nacional de ingenieria estructural
Abbreviated titleXXCNIE-SMIE
CountryMexico
CityMerida
Period16/11/1619/11/16

Fingerprint

Ductility
Reinforced concrete
Damping
Fibers
Seismic design
Concretes
Mechanical properties
Composite materials

Bibliographical note

article was presented by Carlos Miramontes, Enrique Martinez did not attend the conference

Keywords

  • Displacement based design, equivalent damping ratio, high performance fibre reinforced concrete, seismic design, nonlinear time-history analysis

Cite this

Miramontes Zapata, C. A., Miramontes De Leon, D., Martinez-Rueda, J., & Sansebastian Garcia, H. M. (2016). Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA. In Memorias del XX Congreso Nacional de Ingenieria Estructural (pp. 1-14). [01-05] Mexico: Sociedad Mexicana de Ingenieria Estructural.
Miramontes Zapata, Carlos Alberto ; Miramontes De Leon, Diego ; Martinez-Rueda, Juan ; Sansebastian Garcia, Humberto Miguel. / Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA. Memorias del XX Congreso Nacional de Ingenieria Estructural. Mexico : Sociedad Mexicana de Ingenieria Estructural, 2016. pp. 1-14
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title = "Relaci{\'o}n amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA",
abstract = "In recent years, different displacement-based seismic design methods have been proposed. The direct displacement-base design method has been adapted to a wide range of structural configurations. However, in order to improve the behaviour of structures, innovative materials have been also developed. As an example, high performance fiber reinforced composite is a kind of concrete with enhanced ductility in tension. In order to apply the direct displacement-base design to structural systems with this kind of mechanical properties, a new relationship ductility-damping is proposed.",
keywords = "Displacement based design, equivalent damping ratio, high performance fibre reinforced concrete, seismic design, nonlinear time-history analysis",
author = "{Miramontes Zapata}, {Carlos Alberto} and {Miramontes De Leon}, Diego and Juan Martinez-Rueda and {Sansebastian Garcia}, {Humberto Miguel}",
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Miramontes Zapata, CA, Miramontes De Leon, D, Martinez-Rueda, J & Sansebastian Garcia, HM 2016, Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA. in Memorias del XX Congreso Nacional de Ingenieria Estructural., 01-05, Sociedad Mexicana de Ingenieria Estructural, Mexico, pp. 1-14, XX Congreso nacional de ingenieria estructural, Merida, Mexico, 16/11/16.

Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA. / Miramontes Zapata, Carlos Alberto; Miramontes De Leon, Diego; Martinez-Rueda, Juan; Sansebastian Garcia, Humberto Miguel.

Memorias del XX Congreso Nacional de Ingenieria Estructural. Mexico : Sociedad Mexicana de Ingenieria Estructural, 2016. p. 1-14 01-05.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBNResearchpeer-review

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T1 - Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA

AU - Miramontes Zapata, Carlos Alberto

AU - Miramontes De Leon, Diego

AU - Martinez-Rueda, Juan

AU - Sansebastian Garcia, Humberto Miguel

N1 - article was presented by Carlos Miramontes, Enrique Martinez did not attend the conference

PY - 2016/11/16

Y1 - 2016/11/16

N2 - In recent years, different displacement-based seismic design methods have been proposed. The direct displacement-base design method has been adapted to a wide range of structural configurations. However, in order to improve the behaviour of structures, innovative materials have been also developed. As an example, high performance fiber reinforced composite is a kind of concrete with enhanced ductility in tension. In order to apply the direct displacement-base design to structural systems with this kind of mechanical properties, a new relationship ductility-damping is proposed.

AB - In recent years, different displacement-based seismic design methods have been proposed. The direct displacement-base design method has been adapted to a wide range of structural configurations. However, in order to improve the behaviour of structures, innovative materials have been also developed. As an example, high performance fiber reinforced composite is a kind of concrete with enhanced ductility in tension. In order to apply the direct displacement-base design to structural systems with this kind of mechanical properties, a new relationship ductility-damping is proposed.

KW - Displacement based design, equivalent damping ratio, high performance fibre reinforced concrete, seismic design, nonlinear time-history analysis

M3 - Conference contribution with ISSN or ISBN

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EP - 14

BT - Memorias del XX Congreso Nacional de Ingenieria Estructural

PB - Sociedad Mexicana de Ingenieria Estructural

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Miramontes Zapata CA, Miramontes De Leon D, Martinez-Rueda J, Sansebastian Garcia HM. Relación amortiguamiento-ductilidad de marcos planos de concreto reforzado con fibras de PVA. In Memorias del XX Congreso Nacional de Ingenieria Estructural. Mexico: Sociedad Mexicana de Ingenieria Estructural. 2016. p. 1-14. 01-05