Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos)

Y. Cabrera-Garcia, Juan Martinez-Rueda

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

Abstract

The article presents a parametric study performed to define a preliminary calibration procedure for bracing systems with hysteretic devices. The study is supported by a large number of inelastic seismic analyses of structures idealized as single-degree-of-freedom systems with strength and stiffness modeled by the assembly of two inelastic springs in parallel. Parameters varied include: period of vibration, strength and stiffness and hysteretic behaviour of the structure without devices, strength and stiffness of the dissipative bracing , as well as the variability and intensity of strong ground motion for stiff soil.
Original languageEnglish
Title of host publication13th Conference of the Mexican Society for Earthquake Engineering
Pages1-15
Number of pages15
Publication statusPublished - Nov 2001
Event13th Conference of the Mexican Society for Earthquake Engineering - Gualajara, Mexico
Duration: 1 Nov 2001 → …

Conference

Conference13th Conference of the Mexican Society for Earthquake Engineering
Period1/11/01 → …

Fingerprint

Stiffness
Degrees of freedom (mechanics)
Calibration
Soils

Cite this

Cabrera-Garcia, Y., & Martinez-Rueda, J. (2001). Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos). In 13th Conference of the Mexican Society for Earthquake Engineering (pp. 1-15)
@inproceedings{7858833b2d964849a872447d54abbad4,
title = "Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos)",
abstract = "The article presents a parametric study performed to define a preliminary calibration procedure for bracing systems with hysteretic devices. The study is supported by a large number of inelastic seismic analyses of structures idealized as single-degree-of-freedom systems with strength and stiffness modeled by the assembly of two inelastic springs in parallel. Parameters varied include: period of vibration, strength and stiffness and hysteretic behaviour of the structure without devices, strength and stiffness of the dissipative bracing , as well as the variability and intensity of strong ground motion for stiff soil.",
author = "Y. Cabrera-Garcia and Juan Martinez-Rueda",
year = "2001",
month = "11",
language = "English",
pages = "1--15",
booktitle = "13th Conference of the Mexican Society for Earthquake Engineering",

}

Cabrera-Garcia, Y & Martinez-Rueda, J 2001, Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos). in 13th Conference of the Mexican Society for Earthquake Engineering. pp. 1-15, 13th Conference of the Mexican Society for Earthquake Engineering, 1/11/01.

Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos). / Cabrera-Garcia, Y.; Martinez-Rueda, Juan.

13th Conference of the Mexican Society for Earthquake Engineering. 2001. p. 1-15.

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

TY - GEN

T1 - Parametric study of bracing equipped with hysteretic devices (Estudio parametrico de systems de contraventeo con disipadores histereticos)

AU - Cabrera-Garcia, Y.

AU - Martinez-Rueda, Juan

PY - 2001/11

Y1 - 2001/11

N2 - The article presents a parametric study performed to define a preliminary calibration procedure for bracing systems with hysteretic devices. The study is supported by a large number of inelastic seismic analyses of structures idealized as single-degree-of-freedom systems with strength and stiffness modeled by the assembly of two inelastic springs in parallel. Parameters varied include: period of vibration, strength and stiffness and hysteretic behaviour of the structure without devices, strength and stiffness of the dissipative bracing , as well as the variability and intensity of strong ground motion for stiff soil.

AB - The article presents a parametric study performed to define a preliminary calibration procedure for bracing systems with hysteretic devices. The study is supported by a large number of inelastic seismic analyses of structures idealized as single-degree-of-freedom systems with strength and stiffness modeled by the assembly of two inelastic springs in parallel. Parameters varied include: period of vibration, strength and stiffness and hysteretic behaviour of the structure without devices, strength and stiffness of the dissipative bracing , as well as the variability and intensity of strong ground motion for stiff soil.

M3 - Conference contribution with ISSN or ISBN

SP - 1

EP - 15

BT - 13th Conference of the Mexican Society for Earthquake Engineering

ER -