A novel active tendon pendulum tuned mass damper and its application in transient vibration control

Enhancing the performance characteristics of Tuned Mass Dampers (TMDs), in particular extending their narrow frequency band of operation, has been the subject of many researches. In the adaptive type of TMDs, the device's properties can be adjusted gradually in response to a slight alteration i...

Full description

Saved in:
Bibliographic Details
Published inStructures (Oxford) Vol. 47; pp. 2273 - 2280
Main Authors Ershadbakhsh, Amir Mohsen, Ghorbani-Tanha, Amir K., Fallahi, Reza
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2023
Online AccessGet full text

Cover

Loading…
Abstract Enhancing the performance characteristics of Tuned Mass Dampers (TMDs), in particular extending their narrow frequency band of operation, has been the subject of many researches. In the adaptive type of TMDs, the device's properties can be adjusted gradually in response to a slight alteration in the excitation characteristics and physical properties of the main structure. A novel vibration absorbing system, namely Active Tendon Pendulum TMD (AT-PTMD), is proposed in the present study. The device consists of a simple pendulum whose horizontal movement is restricted by a tendon with an adjustable tensile force which is attached to the pendulum’s rod. The device is designed and formulated, and its efficiency is assessed numerically and experimentally. For this purpose, a 3-degree of freedom structure is considered. Scrutinizing the responses of the uncontrolled, passively controlled and actively controlled structure shows the appropriate performance of the AT-PTMD in comparison with the passive TMD system in transient vibration reduction, particularly in reducing the total vibrational energy of the structure's response. Considering the achieved results, the proposed AT-PTMD system is capable of reducing the maximum displacement and acceleration of the main structure up to 43% and 37%, respectively, which substantiates its excellence over the common passive vibration absorbing devices. The case study also proves that the utilized mechanism for adjusting the equivalent stiffness of AT-PTMD increases its operating frequency range by 105% compared to common TMDs. Unlike active structural control systems, the suggested approach will not induce structural instability in any operating mode.
AbstractList Enhancing the performance characteristics of Tuned Mass Dampers (TMDs), in particular extending their narrow frequency band of operation, has been the subject of many researches. In the adaptive type of TMDs, the device's properties can be adjusted gradually in response to a slight alteration in the excitation characteristics and physical properties of the main structure. A novel vibration absorbing system, namely Active Tendon Pendulum TMD (AT-PTMD), is proposed in the present study. The device consists of a simple pendulum whose horizontal movement is restricted by a tendon with an adjustable tensile force which is attached to the pendulum’s rod. The device is designed and formulated, and its efficiency is assessed numerically and experimentally. For this purpose, a 3-degree of freedom structure is considered. Scrutinizing the responses of the uncontrolled, passively controlled and actively controlled structure shows the appropriate performance of the AT-PTMD in comparison with the passive TMD system in transient vibration reduction, particularly in reducing the total vibrational energy of the structure's response. Considering the achieved results, the proposed AT-PTMD system is capable of reducing the maximum displacement and acceleration of the main structure up to 43% and 37%, respectively, which substantiates its excellence over the common passive vibration absorbing devices. The case study also proves that the utilized mechanism for adjusting the equivalent stiffness of AT-PTMD increases its operating frequency range by 105% compared to common TMDs. Unlike active structural control systems, the suggested approach will not induce structural instability in any operating mode.
Author Ghorbani-Tanha, Amir K.
Fallahi, Reza
Ershadbakhsh, Amir Mohsen
Author_xml – sequence: 1
  givenname: Amir Mohsen
  surname: Ershadbakhsh
  fullname: Ershadbakhsh, Amir Mohsen
  email: mohsen_ershad@ut.ac.ir
– sequence: 2
  givenname: Amir K.
  surname: Ghorbani-Tanha
  fullname: Ghorbani-Tanha, Amir K.
  email: ghtanha@ut.ac.ir
– sequence: 3
  givenname: Reza
  surname: Fallahi
  fullname: Fallahi, Reza
  email: reza.fallahi@ut.ac.ir
BookMark eNqFkM1KxDAUhYOM4DjOG7jIC7Tmp02sC2EY_IMBN7oOaXILGdq0JGnBt7djXYgLXZ3L5Z7Dud8lWvneA0LXlOSUUHFzzF1MYTQ5I4zllOWEyzO0ZrxkGaGsWP2YL9A2xiMhhNGCsEKukdlh30_QYm2SmwAn8Lb3eJhlbMcOp9GDxZ2OEVvdDRCw9ha7FLEehtYZndx87jxOQfvowCc8uTosa9P7FPr2Cp03uo2w_dYNen98eNs_Z4fXp5f97pAZTkTKai0bWcqKiYprS0GSwjJSAis4rUQlKafSSEPYbQ21KKlsmlpKI2ohiOSS8w26W3JN6GMM0Cjj0leTuZxrFSXqREwd1UJMnYgpytRMbDYXv8xDcJ0OH__Z7hcbzI9NDoKKZqZgwLoAJinbu78DPgElk4rK
CitedBy_id crossref_primary_10_1016_j_istruc_2023_02_125
crossref_primary_10_1007_s11709_025_1156_9
crossref_primary_10_1016_j_istruc_2024_108029
crossref_primary_10_1016_j_jweia_2024_105926
crossref_primary_10_1016_j_istruc_2024_106011
crossref_primary_10_1007_s11831_023_10040_z
crossref_primary_10_1016_j_istruc_2023_06_048
Cites_doi 10.1007/s11071-014-1496-9
10.1016/j.jsv.2003.12.040
10.1177/1077546320984305
10.1002/stc.422
10.1016/j.oceaneng.2021.110019
10.1016/S0020-7462(98)00005-5
10.1002/eqe.4290080302
10.1177/10775463211003414
10.1002/tal.1561
10.1002/stc.2377
10.1016/j.engstruct.2011.11.025
10.1002/tal.1793
10.1061/(ASCE)ST.1943-541X.0000286
10.1016/j.soildyn.2022.107298
10.3390/act10030044
10.1002/stc.1590
10.1177/1045389X19888799
10.1002/eqe.4290100304
10.1016/j.ijnonlinmec.2004.09.001
10.1002/stc.349
10.1016/0888-3270(89)90019-8
10.1002/stc.2324
10.1177/1077546313492183
10.1016/j.ijmecsci.2020.105568
10.1016/S0022-460X(03)00485-1
10.1002/stc.2217
10.12989/sss.2014.13.2.319
10.1061/(ASCE)ST.1943-541X.0002626
10.1177/1077546315626821
10.1006/jsvi.1996.0037
10.1111/mice.12373
10.1061/(ASCE)EM.1943-7889.0001610
10.1016/j.jsv.2013.08.020
10.1016/j.ymssp.2017.12.028
10.1016/j.engstruct.2022.114963
10.1016/S0020-7462(00)00099-8
10.1016/j.jsv.2008.12.017
10.1002/stc.1834
10.1002/stc.1688
ContentType Journal Article
Copyright 2022 Institution of Structural Engineers
Copyright_xml – notice: 2022 Institution of Structural Engineers
DBID AAYXX
CITATION
DOI 10.1016/j.istruc.2022.12.037
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 2352-0124
EndPage 2280
ExternalDocumentID 10_1016_j_istruc_2022_12_037
S2352012422012255
GroupedDBID --M
0R~
4.4
457
AACTN
AAEDT
AAEDW
AAIAV
AAKOC
AALRI
AAOAW
AAXUO
ABMAC
ABYKQ
ACDAQ
ACGFS
ACRLP
ADEZE
AEBSH
AFKWA
AFTJW
AGHFR
AGUBO
AHJVU
AIEXJ
AIKHN
AITUG
AJBFU
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
AXJTR
BJAXD
BKOJK
BLXMC
EBS
EFJIC
EFLBG
EJD
FDB
FIRID
FYGXN
KOM
M41
O9-
OAUVE
RIG
ROL
SPC
SPCBC
SST
SSZ
T5K
~G-
AAQFI
AATTM
AAXKI
AAYWO
AAYXX
ABJNI
ACVFH
ADCNI
AEIPS
AEUPX
AFJKZ
AFPUW
AFXIZ
AGCQF
AGRNS
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
BNPGV
CITATION
SSH
ID FETCH-LOGICAL-c306t-ba7f75792693ad1e704d205e243196971317c7c028beb6517ffb77c6b66073733
IEDL.DBID AIKHN
ISSN 2352-0124
IngestDate Tue Jul 01 02:49:08 EDT 2025
Thu Apr 24 22:57:52 EDT 2025
Fri Feb 23 02:38:46 EST 2024
IsPeerReviewed true
IsScholarly true
Language English
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c306t-ba7f75792693ad1e704d205e243196971317c7c028beb6517ffb77c6b66073733
PageCount 8
ParticipantIDs crossref_citationtrail_10_1016_j_istruc_2022_12_037
crossref_primary_10_1016_j_istruc_2022_12_037
elsevier_sciencedirect_doi_10_1016_j_istruc_2022_12_037
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate January 2023
2023-01-00
PublicationDateYYYYMMDD 2023-01-01
PublicationDate_xml – month: 01
  year: 2023
  text: January 2023
PublicationDecade 2020
PublicationTitle Structures (Oxford)
PublicationYear 2023
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References Fang, Liu, Zhang, Wen (b0015) 2019; 26
Mekki, Bourquin, Maceri, Van Phu (b0175) 2012; 19
Connor (b0220) 2003
Ghabraei, Moradi, Vossoughi (b0190) 2021; 241
Wang, Shi, Li, Zhang, Zhou (b0115) 2019; 26
Wang, Shi, Zhou, Zhang (b0120) 2020; 25
Wu (b0170) 2009; 323
Wang, Li, Zhang (b0210) 2021; 10
Warburton (b0030) 1982; 10
Wang, Shi, Zhou (b0035) 2019; 28
Lavan (b0145) 2015; 22
Wang, Wang, Shi (b0045) 2021; 80
Soltani, Deraemaeker (b0020) 2022; 28
Szyszkowski, Stilling (b0105) 2005; 40
Agneni, Balis-Crema (b0230) 1989; 3
Pinsky, Zevin (b0095) 1999; 34
Maddah Sadatieh, Ghorbani-Tanha (b0215) 2022
(b0040) 2006
Warburton, Ayorinde (b0025) 1980; 8
Yang, Sedaghati, Esmailzadeh (b0055) 2022; 28
Christie, Sun, Deng, Ning, Du, Zhang (b0200) 2020; 31
Wang, Shi, Zhou (b0135) 2022; 158
Roffel, Lourenco, Narasimhan, Yarusevych (b0140) 2011; 137
Williams, Chiu, Bernhard (b0085) 2005; 280
Hong, Wang (b0155) 2014; 78
Mohanty, Rixen (b0245) 2004; 270
Nagarajaiah (b0235) 2009; 16
Shi, Shan, Lu (b0240) 2012; 36
Kecik, Mitura (b0180) 2020; 174
Huang, Huo, Gao, Li (b0165) 2018; 25
Mani, Senthilkumar (b0080) 2015; 21
Kecik (b0185) 2018; 106
Minaei, Ghorbani-Tanha (b0225) 2019; 145
Franchek, Ryan, Bernhard (b0075) 1996; 189
Prendergast, Hester, Gavin, O’Sullivan (b0090) 2013; 332
Stilling, Szyszkowski (b0100) 2002; 37
Wang, Nagarajaiah, Shi, Zhou (b0050) 2022; 271
Xiang, Nishitani (b0195) 2017; 23
Sun, Nagarajaiah, Dick (b0160) 2014; 13
Frahm (b0005) 1911
Lai, Yang, Lien, Chung, Wu (b0110) 2016; 23
Lu, Zhang, Wu, Shan (b0130) 2019; 34
Wang, Nagarajaiah, Shi, Zhou (b0125) 2020; 29
Weber, Huber, Spensberger, Distl, Braun (b0205) 2019; 8
Bernhard, Hall, Jones (b0070) 1992; vol. 1992
Yamamoto, Sone (b0065) 2014; 21
Hartog (b0010) 1956
Zhou, Li, Li (b0060) 2020; 146
Ivers, Wilson, Margolis (b0150) 2008
Mani (10.1016/j.istruc.2022.12.037_b0080) 2015; 21
Wang (10.1016/j.istruc.2022.12.037_b0125) 2020; 29
Nagarajaiah (10.1016/j.istruc.2022.12.037_b0235) 2009; 16
Wang (10.1016/j.istruc.2022.12.037_b0050) 2022; 271
Zhou (10.1016/j.istruc.2022.12.037_b0060) 2020; 146
Frahm (10.1016/j.istruc.2022.12.037_b0005) 1911
Lai (10.1016/j.istruc.2022.12.037_b0110) 2016; 23
Christie (10.1016/j.istruc.2022.12.037_b0200) 2020; 31
Warburton (10.1016/j.istruc.2022.12.037_b0025) 1980; 8
Lu (10.1016/j.istruc.2022.12.037_b0130) 2019; 34
Wang (10.1016/j.istruc.2022.12.037_b0135) 2022; 158
Hong (10.1016/j.istruc.2022.12.037_b0155) 2014; 78
Ghabraei (10.1016/j.istruc.2022.12.037_b0190) 2021; 241
Hartog (10.1016/j.istruc.2022.12.037_b0010) 1956
Szyszkowski (10.1016/j.istruc.2022.12.037_b0105) 2005; 40
Wang (10.1016/j.istruc.2022.12.037_b0115) 2019; 26
Williams (10.1016/j.istruc.2022.12.037_b0085) 2005; 280
Roffel (10.1016/j.istruc.2022.12.037_b0140) 2011; 137
Wang (10.1016/j.istruc.2022.12.037_b0210) 2021; 10
Franchek (10.1016/j.istruc.2022.12.037_b0075) 1996; 189
Minaei (10.1016/j.istruc.2022.12.037_b0225) 2019; 145
Pinsky (10.1016/j.istruc.2022.12.037_b0095) 1999; 34
Huang (10.1016/j.istruc.2022.12.037_b0165) 2018; 25
Soltani (10.1016/j.istruc.2022.12.037_b0020) 2022; 28
Shi (10.1016/j.istruc.2022.12.037_b0240) 2012; 36
Stilling (10.1016/j.istruc.2022.12.037_b0100) 2002; 37
Sun (10.1016/j.istruc.2022.12.037_b0160) 2014; 13
Ivers (10.1016/j.istruc.2022.12.037_b0150) 2008
Xiang (10.1016/j.istruc.2022.12.037_b0195) 2017; 23
Warburton (10.1016/j.istruc.2022.12.037_b0030) 1982; 10
Mekki (10.1016/j.istruc.2022.12.037_b0175) 2012; 19
Bernhard (10.1016/j.istruc.2022.12.037_b0070) 1992; vol. 1992
Wang (10.1016/j.istruc.2022.12.037_b0035) 2019; 28
Prendergast (10.1016/j.istruc.2022.12.037_b0090) 2013; 332
Wang (10.1016/j.istruc.2022.12.037_b0120) 2020; 25
Yamamoto (10.1016/j.istruc.2022.12.037_b0065) 2014; 21
(10.1016/j.istruc.2022.12.037_b0040) 2006
Mohanty (10.1016/j.istruc.2022.12.037_b0245) 2004; 270
Weber (10.1016/j.istruc.2022.12.037_b0205) 2019; 8
Fang (10.1016/j.istruc.2022.12.037_b0015) 2019; 26
Maddah Sadatieh (10.1016/j.istruc.2022.12.037_b0215) 2022
Kecik (10.1016/j.istruc.2022.12.037_b0180) 2020; 174
Kecik (10.1016/j.istruc.2022.12.037_b0185) 2018; 106
Connor (10.1016/j.istruc.2022.12.037_b0220) 2003
Lavan (10.1016/j.istruc.2022.12.037_b0145) 2015; 22
Agneni (10.1016/j.istruc.2022.12.037_b0230) 1989; 3
Wang (10.1016/j.istruc.2022.12.037_b0045) 2021; 80
Yang (10.1016/j.istruc.2022.12.037_b0055) 2022; 28
Wu (10.1016/j.istruc.2022.12.037_b0170) 2009; 323
References_xml – volume: 34
  start-page: 38
  year: 2019
  end-page: 57
  ident: b0130
  article-title: Data-driven two-level performance evaluation of eddy-current tuned mass damper for building structures using shaking table and field testing
  publication-title: Comput Aided Civ Inf Eng
– volume: 106
  start-page: 198
  year: 2018
  end-page: 209
  ident: b0185
  article-title: Assessment of energy harvesting and vibration mitigation of a pendulum dynamic absorber
  publication-title: Mech Syst Sig Process
– volume: 19
  start-page: 43
  year: 2012
  end-page: 54
  ident: b0175
  article-title: An adaptive pendulum for evolving structures
  publication-title: Struct Control Health Monit
– volume: 146
  start-page: 04020077
  year: 2020
  ident: b0060
  article-title: Dynamic behavior of supertall building with active control system during super typhoon mangkhut
  publication-title: J Struct Eng
– volume: 323
  start-page: 1
  year: 2009
  end-page: 16
  ident: b0170
  article-title: Active pendulum vibration absorbers with a spinning support
  publication-title: J Sound Vib
– volume: 36
  start-page: 14
  year: 2012
  end-page: 26
  ident: b0240
  article-title: Modal identification of Shanghai World Financial Center both from free and ambient vibration response
  publication-title: Eng Struct
– volume: 158
  year: 2022
  ident: b0135
  article-title: Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction
  publication-title: Soil Dyn Earthq Eng
– year: 1911
  ident: b0005
  article-title: Device for damping vibrations of bodies
– year: 1956
  ident: b0010
  article-title: Mechanical Vibrations
– volume: 3
  start-page: 1
  year: 1989
  end-page: 13
  ident: b0230
  article-title: Damping measurements from truncated signals via Hilbert transform
  publication-title: Mech Syst Sig Process
– volume: 145
  start-page: 04019037
  year: 2019
  ident: b0225
  article-title: Optimal step-by-step tuning method for variable stiffness semiactive tuned mass dampers
  publication-title: J Eng Mech
– year: 2022
  ident: b0215
  article-title: An innovative semi-active pendulum tuned mass damper and its application in vibration control
  publication-title: J Vib Control
– volume: 21
  start-page: 1838
  year: 2015
  end-page: 1847
  ident: b0080
  article-title: Shape memory alloy-based adaptive-passive dynamic vibration absorber for vibration control in piping applications
  publication-title: J Vib Control
– volume: 10
  start-page: 381
  year: 1982
  end-page: 401
  ident: b0030
  article-title: Optimum absorber parameters for various combinations of response and excitation parameters
  publication-title: Earthq Eng Struct Dyn
– volume: 37
  start-page: 89
  year: 2002
  end-page: 99
  ident: b0100
  article-title: Controlling angular oscillations through mass reconfiguration: a variable length pendulum case
  publication-title: Int J Non Linear Mech
– volume: 26
  start-page: e2324
  year: 2019
  ident: b0015
  article-title: Tuned mass damper on a damped structure
  publication-title: Struct Control Health Monit
– volume: 13
  start-page: 319
  year: 2014
  end-page: 341
  ident: b0160
  article-title: Family of smart tuned mass dampers with variable frequency under harmonic excitations and ground motions: closed-form evaluation
  publication-title: Smart Struct Syst
– volume: 28
  start-page: 2004
  year: 2022
  end-page: 2019
  ident: b0020
  article-title: Pendulum tuned mass dampers and tuned mass dampers: Analogy and optimum parameters for various combinations of response and excitation parameters
  publication-title: J Vib Control
– volume: 270
  start-page: 93
  year: 2004
  end-page: 109
  ident: b0245
  article-title: Operational modal analysis in the presence of harmonic excitation
  publication-title: J Sound Vib
– volume: 26
  start-page: e2377
  year: 2019
  ident: b0115
  article-title: An adaptive-passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency
  publication-title: Struct Control Health Monit
– volume: 8
  start-page: 117
  year: 2019
  end-page: 123
  ident: b0205
  article-title: Reduced-mass adaptive TMD for tall buildings damping
  publication-title: Int J High-Rise Build
– volume: 280
  start-page: 211
  year: 2005
  end-page: 234
  ident: b0085
  article-title: Dynamic modelling of a shape memory alloy adaptive tuned vibration absorber
  publication-title: J Sound Vib
– year: 2003
  ident: b0220
  article-title: Introduction to structural motion control
– volume: 174
  year: 2020
  ident: b0180
  article-title: Energy recovery from a pendulum tuned mass damper with two independent harvesting sources
  publication-title: Int J Mech Sci
– volume: 189
  start-page: 565
  year: 1996
  end-page: 585
  ident: b0075
  article-title: Adaptive passive vibration control
  publication-title: J Sound Vib
– volume: 80
  start-page: 377
  year: 2021
  end-page: 390
  ident: b0045
  article-title: Two-dimensional air spring based semi-active TMD for vertical and lateral walking and wind-induced vibration control
  publication-title: Struct Eng Mech
– volume: 10
  start-page: 44
  year: 2021
  ident: b0210
  article-title: Vibration control of a high-rise slender structure with a spring pendulum pounding tuned mass damper
  publication-title: Actuators
– volume: vol. 1992
  start-page: 427
  year: 1992
  end-page: 430
  ident: b0070
  article-title: Adaptive-passive noise control
  publication-title: Inter-Noise Noise-Con Congr Conf Proc
– volume: 332
  start-page: 6685
  year: 2013
  end-page: 6702
  ident: b0090
  article-title: An investigation of the changes in the natural frequency of a pile affected by scour
  publication-title: J Sound Vib
– volume: 40
  start-page: 669
  year: 2005
  end-page: 681
  ident: b0105
  article-title: On damping properties of a frictionless physical pendulum with a moving mass
  publication-title: Int J Non Linear Mech
– start-page: 130
  year: 2008
  ident: b0150
  article-title: Whirling-beam self-tuning vibration absorber
  publication-title: J Dyn Syst Meas Contr
– volume: 28
  start-page: e1561
  year: 2019
  ident: b0035
  article-title: Study on self-adjustable variable pendulum tuned mass damper
  publication-title: Struct Des Tall Spec Build
– year: 2006
  ident: b0040
  publication-title: Technology of Semiactive Devices and Applications in Vibration Mitigation
– volume: 241
  year: 2021
  ident: b0190
  article-title: Robust adaptive reference model control of nonlinear wind-induced oscillations of floating offshore wind turbine blade in finite-time
  publication-title: Ocean Eng
– volume: 23
  start-page: 3128
  year: 2017
  end-page: 3146
  ident: b0195
  article-title: Structural vibration control with the implementation of a pendulum-type nontraditional tuned mass damper system
  publication-title: J Vib Control
– volume: 21
  start-page: 634
  year: 2014
  end-page: 647
  ident: b0065
  article-title: Behavior of active mass damper (AMD) installed in high-rise building during 2011 earthquake off Pacific coast of Tohoku and verification of regenerating system of AMD based on monitoring
  publication-title: Struct Control Health Monit
– volume: 34
  start-page: 105
  year: 1999
  end-page: 109
  ident: b0095
  article-title: Oscillations of a pendulum with a periodically varying length and a model of swing
  publication-title: Int J Non Linear Mech
– volume: 29
  start-page: e1793
  year: 2020
  ident: b0125
  article-title: Study on adaptive-passive eddy current pendulum tuned mass damper for wind-induced vibration control
  publication-title: Struct Des Tall Spec Build
– volume: 8
  start-page: 197
  year: 1980
  end-page: 217
  ident: b0025
  article-title: Optimum absorber parameters for simple systems
  publication-title: Earthq Eng Struct Dyn
– volume: 31
  start-page: 263
  year: 2020
  end-page: 276
  ident: b0200
  article-title: The variable resonance magnetorheological pendulum tuned mass damper: Mathematical modelling and seismic experimental studies
  publication-title: J Intell Mater Syst Struct
– volume: 23
  start-page: 1218
  year: 2016
  end-page: 1236
  ident: b0110
  article-title: Suspension-type tuned mass dampers with varying pendulum length to dissipate energy
  publication-title: Struct Control Health Monit
– volume: 28
  start-page: 812
  year: 2022
  end-page: 836
  ident: b0055
  article-title: Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review
  publication-title: J Vib Control
– volume: 25
  start-page: e2217
  year: 2018
  ident: b0165
  article-title: Control performance of suspended mass pendulum with the consideration of out-of-plane vibrations
  publication-title: Struct Control Health Monit
– volume: 137
  start-page: 242
  year: 2011
  end-page: 251
  ident: b0140
  article-title: Adaptive compensation for detuning in pendulum tuned mass dampers
  publication-title: J Struct Eng
– volume: 78
  start-page: 1065
  year: 2014
  end-page: 1077
  ident: b0155
  article-title: Multiscale behavior of financial time series model from Potts dynamic system
  publication-title: Nonlinear Dyn
– volume: 25
  start-page: 65
  year: 2020
  end-page: 80
  ident: b0120
  article-title: Semi-active eddy current pendulum tuned mass damper with variable frequency and damping
  publication-title: Smart Struct Syst
– volume: 22
  start-page: 484
  year: 2015
  end-page: 499
  ident: b0145
  article-title: A methodology for the integrated seismic design of nonlinear buildings with supplemental damping
  publication-title: Struct Control Health Monit
– volume: 271
  year: 2022
  ident: b0050
  article-title: Seismic performance improvement of base-isolated structures using a semi-active tuned mass damper
  publication-title: Eng Struct
– volume: 16
  start-page: 800
  year: 2009
  end-page: 841
  ident: b0235
  article-title: Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short-term fourier transform
  publication-title: Struct Control Health Monit
– volume: 78
  start-page: 1065
  year: 2014
  ident: 10.1016/j.istruc.2022.12.037_b0155
  article-title: Multiscale behavior of financial time series model from Potts dynamic system
  publication-title: Nonlinear Dyn
  doi: 10.1007/s11071-014-1496-9
– volume: 280
  start-page: 211
  year: 2005
  ident: 10.1016/j.istruc.2022.12.037_b0085
  article-title: Dynamic modelling of a shape memory alloy adaptive tuned vibration absorber
  publication-title: J Sound Vib
  doi: 10.1016/j.jsv.2003.12.040
– volume: 28
  start-page: 812
  year: 2022
  ident: 10.1016/j.istruc.2022.12.037_b0055
  article-title: Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review
  publication-title: J Vib Control
  doi: 10.1177/1077546320984305
– volume: 19
  start-page: 43
  year: 2012
  ident: 10.1016/j.istruc.2022.12.037_b0175
  article-title: An adaptive pendulum for evolving structures
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.422
– volume: 241
  year: 2021
  ident: 10.1016/j.istruc.2022.12.037_b0190
  article-title: Robust adaptive reference model control of nonlinear wind-induced oscillations of floating offshore wind turbine blade in finite-time
  publication-title: Ocean Eng
  doi: 10.1016/j.oceaneng.2021.110019
– start-page: 130
  year: 2008
  ident: 10.1016/j.istruc.2022.12.037_b0150
  article-title: Whirling-beam self-tuning vibration absorber
  publication-title: J Dyn Syst Meas Contr
– volume: 34
  start-page: 105
  year: 1999
  ident: 10.1016/j.istruc.2022.12.037_b0095
  article-title: Oscillations of a pendulum with a periodically varying length and a model of swing
  publication-title: Int J Non Linear Mech
  doi: 10.1016/S0020-7462(98)00005-5
– volume: 8
  start-page: 197
  year: 1980
  ident: 10.1016/j.istruc.2022.12.037_b0025
  article-title: Optimum absorber parameters for simple systems
  publication-title: Earthq Eng Struct Dyn
  doi: 10.1002/eqe.4290080302
– volume: 28
  start-page: 2004
  year: 2022
  ident: 10.1016/j.istruc.2022.12.037_b0020
  article-title: Pendulum tuned mass dampers and tuned mass dampers: Analogy and optimum parameters for various combinations of response and excitation parameters
  publication-title: J Vib Control
  doi: 10.1177/10775463211003414
– volume: 28
  start-page: e1561
  issue: 1
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0035
  article-title: Study on self-adjustable variable pendulum tuned mass damper
  publication-title: Struct Des Tall Spec Build
  doi: 10.1002/tal.1561
– volume: 26
  start-page: e2377
  issue: 7
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0115
  article-title: An adaptive-passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.2377
– volume: vol. 1992
  start-page: 427
  year: 1992
  ident: 10.1016/j.istruc.2022.12.037_b0070
  article-title: Adaptive-passive noise control
– volume: 36
  start-page: 14
  year: 2012
  ident: 10.1016/j.istruc.2022.12.037_b0240
  article-title: Modal identification of Shanghai World Financial Center both from free and ambient vibration response
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2011.11.025
– year: 2006
  ident: 10.1016/j.istruc.2022.12.037_b0040
– volume: 29
  start-page: e1793
  year: 2020
  ident: 10.1016/j.istruc.2022.12.037_b0125
  article-title: Study on adaptive-passive eddy current pendulum tuned mass damper for wind-induced vibration control
  publication-title: Struct Des Tall Spec Build
  doi: 10.1002/tal.1793
– volume: 137
  start-page: 242
  year: 2011
  ident: 10.1016/j.istruc.2022.12.037_b0140
  article-title: Adaptive compensation for detuning in pendulum tuned mass dampers
  publication-title: J Struct Eng
  doi: 10.1061/(ASCE)ST.1943-541X.0000286
– volume: 158
  year: 2022
  ident: 10.1016/j.istruc.2022.12.037_b0135
  article-title: Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction
  publication-title: Soil Dyn Earthq Eng
  doi: 10.1016/j.soildyn.2022.107298
– volume: 10
  start-page: 44
  year: 2021
  ident: 10.1016/j.istruc.2022.12.037_b0210
  article-title: Vibration control of a high-rise slender structure with a spring pendulum pounding tuned mass damper
  publication-title: Actuators
  doi: 10.3390/act10030044
– volume: 21
  start-page: 634
  year: 2014
  ident: 10.1016/j.istruc.2022.12.037_b0065
  article-title: Behavior of active mass damper (AMD) installed in high-rise building during 2011 earthquake off Pacific coast of Tohoku and verification of regenerating system of AMD based on monitoring
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.1590
– volume: 31
  start-page: 263
  issue: 2
  year: 2020
  ident: 10.1016/j.istruc.2022.12.037_b0200
  article-title: The variable resonance magnetorheological pendulum tuned mass damper: Mathematical modelling and seismic experimental studies
  publication-title: J Intell Mater Syst Struct
  doi: 10.1177/1045389X19888799
– volume: 10
  start-page: 381
  year: 1982
  ident: 10.1016/j.istruc.2022.12.037_b0030
  article-title: Optimum absorber parameters for various combinations of response and excitation parameters
  publication-title: Earthq Eng Struct Dyn
  doi: 10.1002/eqe.4290100304
– volume: 40
  start-page: 669
  year: 2005
  ident: 10.1016/j.istruc.2022.12.037_b0105
  article-title: On damping properties of a frictionless physical pendulum with a moving mass
  publication-title: Int J Non Linear Mech
  doi: 10.1016/j.ijnonlinmec.2004.09.001
– year: 2003
  ident: 10.1016/j.istruc.2022.12.037_b0220
– volume: 16
  start-page: 800
  year: 2009
  ident: 10.1016/j.istruc.2022.12.037_b0235
  article-title: Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short-term fourier transform
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.349
– volume: 3
  start-page: 1
  year: 1989
  ident: 10.1016/j.istruc.2022.12.037_b0230
  article-title: Damping measurements from truncated signals via Hilbert transform
  publication-title: Mech Syst Sig Process
  doi: 10.1016/0888-3270(89)90019-8
– volume: 26
  start-page: e2324
  issue: 3
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0015
  article-title: Tuned mass damper on a damped structure
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.2324
– volume: 21
  start-page: 1838
  year: 2015
  ident: 10.1016/j.istruc.2022.12.037_b0080
  article-title: Shape memory alloy-based adaptive-passive dynamic vibration absorber for vibration control in piping applications
  publication-title: J Vib Control
  doi: 10.1177/1077546313492183
– volume: 174
  year: 2020
  ident: 10.1016/j.istruc.2022.12.037_b0180
  article-title: Energy recovery from a pendulum tuned mass damper with two independent harvesting sources
  publication-title: Int J Mech Sci
  doi: 10.1016/j.ijmecsci.2020.105568
– volume: 270
  start-page: 93
  year: 2004
  ident: 10.1016/j.istruc.2022.12.037_b0245
  article-title: Operational modal analysis in the presence of harmonic excitation
  publication-title: J Sound Vib
  doi: 10.1016/S0022-460X(03)00485-1
– year: 1956
  ident: 10.1016/j.istruc.2022.12.037_b0010
– volume: 25
  start-page: e2217
  issue: 9
  year: 2018
  ident: 10.1016/j.istruc.2022.12.037_b0165
  article-title: Control performance of suspended mass pendulum with the consideration of out-of-plane vibrations
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.2217
– volume: 13
  start-page: 319
  year: 2014
  ident: 10.1016/j.istruc.2022.12.037_b0160
  article-title: Family of smart tuned mass dampers with variable frequency under harmonic excitations and ground motions: closed-form evaluation
  publication-title: Smart Struct Syst
  doi: 10.12989/sss.2014.13.2.319
– year: 2022
  ident: 10.1016/j.istruc.2022.12.037_b0215
  article-title: An innovative semi-active pendulum tuned mass damper and its application in vibration control
  publication-title: J Vib Control
– volume: 146
  start-page: 04020077
  year: 2020
  ident: 10.1016/j.istruc.2022.12.037_b0060
  article-title: Dynamic behavior of supertall building with active control system during super typhoon mangkhut
  publication-title: J Struct Eng
  doi: 10.1061/(ASCE)ST.1943-541X.0002626
– volume: 23
  start-page: 3128
  year: 2017
  ident: 10.1016/j.istruc.2022.12.037_b0195
  article-title: Structural vibration control with the implementation of a pendulum-type nontraditional tuned mass damper system
  publication-title: J Vib Control
  doi: 10.1177/1077546315626821
– volume: 80
  start-page: 377
  year: 2021
  ident: 10.1016/j.istruc.2022.12.037_b0045
  article-title: Two-dimensional air spring based semi-active TMD for vertical and lateral walking and wind-induced vibration control
  publication-title: Struct Eng Mech
– volume: 8
  start-page: 117
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0205
  article-title: Reduced-mass adaptive TMD for tall buildings damping
  publication-title: Int J High-Rise Build
– volume: 189
  start-page: 565
  year: 1996
  ident: 10.1016/j.istruc.2022.12.037_b0075
  article-title: Adaptive passive vibration control
  publication-title: J Sound Vib
  doi: 10.1006/jsvi.1996.0037
– volume: 34
  start-page: 38
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0130
  article-title: Data-driven two-level performance evaluation of eddy-current tuned mass damper for building structures using shaking table and field testing
  publication-title: Comput Aided Civ Inf Eng
  doi: 10.1111/mice.12373
– volume: 145
  start-page: 04019037
  year: 2019
  ident: 10.1016/j.istruc.2022.12.037_b0225
  article-title: Optimal step-by-step tuning method for variable stiffness semiactive tuned mass dampers
  publication-title: J Eng Mech
  doi: 10.1061/(ASCE)EM.1943-7889.0001610
– year: 1911
  ident: 10.1016/j.istruc.2022.12.037_b0005
– volume: 332
  start-page: 6685
  year: 2013
  ident: 10.1016/j.istruc.2022.12.037_b0090
  article-title: An investigation of the changes in the natural frequency of a pile affected by scour
  publication-title: J Sound Vib
  doi: 10.1016/j.jsv.2013.08.020
– volume: 106
  start-page: 198
  year: 2018
  ident: 10.1016/j.istruc.2022.12.037_b0185
  article-title: Assessment of energy harvesting and vibration mitigation of a pendulum dynamic absorber
  publication-title: Mech Syst Sig Process
  doi: 10.1016/j.ymssp.2017.12.028
– volume: 271
  year: 2022
  ident: 10.1016/j.istruc.2022.12.037_b0050
  article-title: Seismic performance improvement of base-isolated structures using a semi-active tuned mass damper
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2022.114963
– volume: 37
  start-page: 89
  year: 2002
  ident: 10.1016/j.istruc.2022.12.037_b0100
  article-title: Controlling angular oscillations through mass reconfiguration: a variable length pendulum case
  publication-title: Int J Non Linear Mech
  doi: 10.1016/S0020-7462(00)00099-8
– volume: 323
  start-page: 1
  year: 2009
  ident: 10.1016/j.istruc.2022.12.037_b0170
  article-title: Active pendulum vibration absorbers with a spinning support
  publication-title: J Sound Vib
  doi: 10.1016/j.jsv.2008.12.017
– volume: 23
  start-page: 1218
  year: 2016
  ident: 10.1016/j.istruc.2022.12.037_b0110
  article-title: Suspension-type tuned mass dampers with varying pendulum length to dissipate energy
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.1834
– volume: 22
  start-page: 484
  year: 2015
  ident: 10.1016/j.istruc.2022.12.037_b0145
  article-title: A methodology for the integrated seismic design of nonlinear buildings with supplemental damping
  publication-title: Struct Control Health Monit
  doi: 10.1002/stc.1688
– volume: 25
  start-page: 65
  year: 2020
  ident: 10.1016/j.istruc.2022.12.037_b0120
  article-title: Semi-active eddy current pendulum tuned mass damper with variable frequency and damping
  publication-title: Smart Struct Syst
SSID ssj0002140247
Score 2.2803864
Snippet Enhancing the performance characteristics of Tuned Mass Dampers (TMDs), in particular extending their narrow frequency band of operation, has been the subject...
SourceID crossref
elsevier
SourceType Enrichment Source
Index Database
Publisher
StartPage 2273
Title A novel active tendon pendulum tuned mass damper and its application in transient vibration control
URI https://dx.doi.org/10.1016/j.istruc.2022.12.037
Volume 47
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1LS8NAEF5qe9GD-MT6Yg9elya7m93mWIqlKvaihd6WfQUiNRWN_f3O5lEqiIKXHDYZCJPdbx6ZmQ-hG2GSKGNuSJxLKeE2dkRTLoh1Q6a1YDKtuAgeZ2I65_eLZNFB47YXJpRVNthfY3qF1s3KoNHm4C3PB08UfAeAV07DFTzjHdSjYF2jLuqN7h6ms02qhUIQQSuqsSBCgkzbRFdVeuXVqFaIFSmtUoOBE_0nI7VleCYHaL_xGPGofqlD1PHFEdrbmiN4jOwIF6u1X2JdoRcOee1VgQO9bUju4fITwBS_gp-MnQY_-R3rwuG8_MBb_69xXuAyWK7QIYnXIYyulpti9hM0n9w-j6ekYU8gFsKAkhgtM5mArkXKtIu9jLijUeIpD6cuheA0llZa8C-MNyKJZZYZKa0wQsCxl4ydom6xKvwZwo5biGucBGvveaKFGXINFi9iLDbaa9pHrFWXss1o8cBwsVRtDdmLqpWsgpJVTBUouY_IRuqtHq3xx_Oy_RLq2xZRgP6_Sp7_W_IC7QZ--Trncom6cN9fgRdSmutml30BNRPbXA
linkProvider Elsevier
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1LSwMxEA7aHtSD-MS3OXgN3U2ySfdYRGm17cUK3kJeCyu6Lbr29zvZh1QQBS97CBlYZiffPHYyH0JXwiRRxlyfOJdSwm3siKZcEOv6TGvBZFpxEUymYvjI756SpzV03d6FCW2VDfbXmF6hdbPSa7TZW-R574FC7ADwyml4QmS8jrphOhWYeXcwuh9Ov0otFJIIWlGNBRESZNpLdFWnV16NaoVckdKqNBg40X9yUiuO53YHbTcRIx7UL7WL1nyxh7ZW5gjuIzvAxXzpX7Cu0AuHuva8wIHeNhT3cPkBYIpfIU7GTkOc_IZ14XBevuOV_9c4L3AZPFe4IYmXIY2ulptm9gP0eHszux6Shj2BWEgDSmK0zGQCuhYp0y72MuKORomnPJy6FJLTWFppIb4w3ogklllmpLTCCAHHXjJ2iDrFvPBHCDtuIa9xEry954kWps81eLyIsdhor-kxYq26lG1GiweGixfV9pA9q1rJKihZxVSBko8R-ZJa1KM1_tgv2y-hvpmIAvT_VfLk35KXaGM4m4zVeDS9P0WbgWu-rr-coQ7s9ecQkZTmorG4T6qS3ks
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=A+novel+active+tendon+pendulum+tuned+mass+damper+and+its+application+in+transient+vibration+control&rft.jtitle=Structures+%28Oxford%29&rft.au=Ershadbakhsh%2C+Amir+Mohsen&rft.au=Ghorbani-Tanha%2C+Amir+K.&rft.au=Fallahi%2C+Reza&rft.date=2023-01-01&rft.issn=2352-0124&rft.eissn=2352-0124&rft.volume=47&rft.spage=2273&rft.epage=2280&rft_id=info:doi/10.1016%2Fj.istruc.2022.12.037&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_istruc_2022_12_037
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=2352-0124&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=2352-0124&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=2352-0124&client=summon