Incorporation of hysteretic devices on bracing systems of low invasivity. A new approach for the seismic redesign of framed structures

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

Abstract

As an alternative solution to the severe structural invasion of bracing systems for seismic redesign, this paper presents new configurations of dissipative bracing systems with characteristics of low invasivity. The geometry of the proposed systems is either a smooth arch or a polygonal arch of 4 members. Each bracing arch contains six hysteretic devices and the geometry of the arch is such that favours device activation.The proposed bracing system combines the benefits of the passive control of the initial period of the structure (before devices are activated) with that of a bracing system with stable inelastic response and high energy dissipation capacity. A series of inelastic nonlinear time-history analyses of original and redesigned models under the action of damaging earthquake records confirm the effectiveness of the proposed dissipative bracing system.
Original languageEnglish
Title of host publication12th World Conference on Earthquake Engineering
Pages1-8
Number of pages8
Publication statusPublished - 2000
Event12th World Conference on Earthquake Engineering - Auckland, New Zealand
Duration: 1 Jan 2000 → …

Conference

Conference12th World Conference on Earthquake Engineering
Period1/01/00 → …

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Arches
Geometry
Energy dissipation
Earthquakes
Chemical activation

Cite this

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title = "Incorporation of hysteretic devices on bracing systems of low invasivity. A new approach for the seismic redesign of framed structures",
abstract = "As an alternative solution to the severe structural invasion of bracing systems for seismic redesign, this paper presents new configurations of dissipative bracing systems with characteristics of low invasivity. The geometry of the proposed systems is either a smooth arch or a polygonal arch of 4 members. Each bracing arch contains six hysteretic devices and the geometry of the arch is such that favours device activation.The proposed bracing system combines the benefits of the passive control of the initial period of the structure (before devices are activated) with that of a bracing system with stable inelastic response and high energy dissipation capacity. A series of inelastic nonlinear time-history analyses of original and redesigned models under the action of damaging earthquake records confirm the effectiveness of the proposed dissipative bracing system.",
author = "Juan Martinez-Rueda",
year = "2000",
language = "English",
pages = "1--8",
booktitle = "12th World Conference on Earthquake Engineering",

}

Martinez-Rueda, J 2000, Incorporation of hysteretic devices on bracing systems of low invasivity. A new approach for the seismic redesign of framed structures. in 12th World Conference on Earthquake Engineering. pp. 1-8, 12th World Conference on Earthquake Engineering, 1/01/00.

Incorporation of hysteretic devices on bracing systems of low invasivity. A new approach for the seismic redesign of framed structures. / Martinez-Rueda, Juan.

12th World Conference on Earthquake Engineering. 2000. p. 1-8.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

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AB - As an alternative solution to the severe structural invasion of bracing systems for seismic redesign, this paper presents new configurations of dissipative bracing systems with characteristics of low invasivity. The geometry of the proposed systems is either a smooth arch or a polygonal arch of 4 members. Each bracing arch contains six hysteretic devices and the geometry of the arch is such that favours device activation.The proposed bracing system combines the benefits of the passive control of the initial period of the structure (before devices are activated) with that of a bracing system with stable inelastic response and high energy dissipation capacity. A series of inelastic nonlinear time-history analyses of original and redesigned models under the action of damaging earthquake records confirm the effectiveness of the proposed dissipative bracing system.

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BT - 12th World Conference on Earthquake Engineering

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