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

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

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

School of Arch, Tech and Eng

Research output: Chapter in Book/Conference proceeding with ISSN or ISBN › Conference contribution with ISSN or ISBN › peer-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.

Translated title of the contribution	Relationship displacement ductility vs. damping ratio for high performance fibre reinforced concrete frames
Original language	Spanish
Title of host publication	Memorias del XX Congreso Nacional de Ingenieria Estructural
Place of Publication	Mexico
Publisher	Sociedad Mexicana de Ingenieria Estructural
Pages	1-14
Number of pages	14
Publication status	Published - 16 Nov 2016
Event	XX Congreso nacional de ingenieria estructural - Yucatan, Merida, Mexico Duration: 16 Nov 2016 → 19 Nov 2016 Conference number: 20

Conference

Conference	XX Congreso nacional de ingenieria estructural
Abbreviated title	XXCNIE-SMIE
Country/Territory	Mexico
City	Merida
Period	16/11/16 → 19/11/16

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

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01-05 Relacion amortiguamiento vs ductilidad de marcos planos de concreto reforzado con fibras de PVAFinal published version, 1.16 MB

Cite this

@inproceedings{2870f5fbcbfd42159b7f9257652e1739,

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}",

note = "article was presented by Carlos Miramontes, Enrique Martinez did not attend the conference; XX Congreso nacional de ingenieria estructural ; Conference date: 16-11-2016 Through 19-11-2016",

year = "2016",

month = nov,

day = "16",

language = "Spanish",

pages = "1--14",

booktitle = "Memorias del XX Congreso Nacional de Ingenieria Estructural",

publisher = "Sociedad Mexicana de Ingenieria Estructural",

}

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 et al.
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 ISBN › Conference contribution with ISSN or ISBN › peer-review

TY - GEN

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 - Conference code: 20

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

SP - 1

EP - 14

BT - Memorias del XX Congreso Nacional de Ingenieria Estructural

PB - Sociedad Mexicana de Ingenieria Estructural

CY - Mexico

T2 - XX Congreso nacional de ingenieria estructural

Y2 - 16 November 2016 through 19 November 2016

ER -

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

Abstract

Conference

Bibliographical note

Keywords

Access to Document

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