Near-fault seismic performance of triple variable friction pendulum bearing

The current paper investigates the effect of Variable Friction System (VFS) on the response of Triple Friction Pendulum Bearing (TFPB) under normal and parallel components of near-fault ground motions. The Triple Variable Friction Pendulum Bearing (TVFPB), a developed TFPB, is proposed in this study...

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Main Authors: Pejman Namiranian, Gholamreza Ghodrati Amiri, Sajad Veismoradi
Format: Article
Language:English
Published: JVE International 2016-06-01
Series:Journal of Vibroengineering
Subjects:
Online Access:https://www.jvejournals.com/article/16280
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spelling doaj-f4b536f0a0a44098a77b0d80f85326702020-11-25T00:09:03ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602016-06-011842293230310.21595/jve.2015.1628016280Near-fault seismic performance of triple variable friction pendulum bearingPejman Namiranian0Gholamreza Ghodrati Amiri1Sajad Veismoradi2School of Civil Engineering, Iran University of Science and Technology, Tehran, IranCenter of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science & Technology, P.O. Box 16765-163, Tehran, IranSchool of Civil Engineering, Iran University of Science and Technology, Tehran, IranThe current paper investigates the effect of Variable Friction System (VFS) on the response of Triple Friction Pendulum Bearing (TFPB) under normal and parallel components of near-fault ground motions. The Triple Variable Friction Pendulum Bearing (TVFPB), a developed TFPB, is proposed in this study. The variation of the frictional force on sliding surfaces of TVFPB is such that up to a certain value of displacement, the friction coefficient increases and then decreases with further increase in displacement. In order to verify the effectiveness of VFS, the analytical seismic responses are compared with the response of the same system supported on conventional TFPB. Based on the results, it can be concluded that the usage of VFS is quiet effective in reducing the displacement of isolation system. Moreover, by comparing the superstructure demands, it is observed that for stiff bearings with smaller displacement capacity, the incorporation of VFS will result in lower superstructure demands, whereas for flexible bearings with larger displacement capacity, superstructure demands are increased.https://www.jvejournals.com/article/16280triple friction pendulum bearingvariable frictionnear-fault ground motion
collection DOAJ
language English
format Article
sources DOAJ
author Pejman Namiranian
Gholamreza Ghodrati Amiri
Sajad Veismoradi
spellingShingle Pejman Namiranian
Gholamreza Ghodrati Amiri
Sajad Veismoradi
Near-fault seismic performance of triple variable friction pendulum bearing
Journal of Vibroengineering
triple friction pendulum bearing
variable friction
near-fault ground motion
author_facet Pejman Namiranian
Gholamreza Ghodrati Amiri
Sajad Veismoradi
author_sort Pejman Namiranian
title Near-fault seismic performance of triple variable friction pendulum bearing
title_short Near-fault seismic performance of triple variable friction pendulum bearing
title_full Near-fault seismic performance of triple variable friction pendulum bearing
title_fullStr Near-fault seismic performance of triple variable friction pendulum bearing
title_full_unstemmed Near-fault seismic performance of triple variable friction pendulum bearing
title_sort near-fault seismic performance of triple variable friction pendulum bearing
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2016-06-01
description The current paper investigates the effect of Variable Friction System (VFS) on the response of Triple Friction Pendulum Bearing (TFPB) under normal and parallel components of near-fault ground motions. The Triple Variable Friction Pendulum Bearing (TVFPB), a developed TFPB, is proposed in this study. The variation of the frictional force on sliding surfaces of TVFPB is such that up to a certain value of displacement, the friction coefficient increases and then decreases with further increase in displacement. In order to verify the effectiveness of VFS, the analytical seismic responses are compared with the response of the same system supported on conventional TFPB. Based on the results, it can be concluded that the usage of VFS is quiet effective in reducing the displacement of isolation system. Moreover, by comparing the superstructure demands, it is observed that for stiff bearings with smaller displacement capacity, the incorporation of VFS will result in lower superstructure demands, whereas for flexible bearings with larger displacement capacity, superstructure demands are increased.
topic triple friction pendulum bearing
variable friction
near-fault ground motion
url https://www.jvejournals.com/article/16280
work_keys_str_mv AT pejmannamiranian nearfaultseismicperformanceoftriplevariablefrictionpendulumbearing
AT gholamrezaghodratiamiri nearfaultseismicperformanceoftriplevariablefrictionpendulumbearing
AT sajadveismoradi nearfaultseismicperformanceoftriplevariablefrictionpendulumbearing
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