Cyclic response of a low invasivity bracing system for the passive control of framed structures

Juan Martinez-Rueda

Cyclic response of a low invasivity bracing system for the passive control of framed structures

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

Abstract

This article reports an experimental program conducted to assess the adequacy of low invasivity dissipative bracing under reversed cyclic loading of high amplitude. Test results are presented for a reduced scale tension-compression bracing system that incorporates either friction or yield devices. The results obtained highlight the ability of the proposed bracing system to provide a framed structure with reliable supplemental sources of both, hysteretic damping and non-decaying lateral strength.

Original language	English
Title of host publication	13th World Conference on Earthquake Engineering
Publication status	Published - 2004
Event	13th World Conference on Earthquake Engineering - Vancouver, Canada Duration: 1 Jan 2004 → …

Conference

Conference	13th World Conference on Earthquake Engineering
Period	1/01/04 → …

Bibliographical note

Proceedings available on CD

Cite this

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title = "Cyclic response of a low invasivity bracing system for the passive control of framed structures",

abstract = "This article reports an experimental program conducted to assess the adequacy of low invasivity dissipative bracing under reversed cyclic loading of high amplitude. Test results are presented for a reduced scale tension-compression bracing system that incorporates either friction or yield devices. The results obtained highlight the ability of the proposed bracing system to provide a framed structure with reliable supplemental sources of both, hysteretic damping and non-decaying lateral strength.",

author = "Juan Martinez-Rueda",

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year = "2004",

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N1 - Proceedings available on CD

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Y1 - 2004

N2 - This article reports an experimental program conducted to assess the adequacy of low invasivity dissipative bracing under reversed cyclic loading of high amplitude. Test results are presented for a reduced scale tension-compression bracing system that incorporates either friction or yield devices. The results obtained highlight the ability of the proposed bracing system to provide a framed structure with reliable supplemental sources of both, hysteretic damping and non-decaying lateral strength.

AB - This article reports an experimental program conducted to assess the adequacy of low invasivity dissipative bracing under reversed cyclic loading of high amplitude. Test results are presented for a reduced scale tension-compression bracing system that incorporates either friction or yield devices. The results obtained highlight the ability of the proposed bracing system to provide a framed structure with reliable supplemental sources of both, hysteretic damping and non-decaying lateral strength.

M3 - Conference contribution with ISSN or ISBN

BT - 13th World Conference on Earthquake Engineering

T2 - 13th World Conference on Earthquake Engineering

Y2 - 1 January 2004

ER -

Cyclic response of a low invasivity bracing system for the passive control of framed structures

Abstract

Conference

Bibliographical note

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