Seismic Control of Power Transmission Tower Using Pounding TMD

AbstractLattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power systems. This paper proposes a new type of tuned mass damper (TMD), the pounding tuned mass damper (PTMD), to upgrade the seismic resistant perform...

Full description

Saved in:
Bibliographic Details
Published inJournal of engineering mechanics Vol. 139; no. 10; pp. 1395 - 1406
Main Authors Zhang, Peng, Song, Gangbing, Li, Hong-Nan, Lin, You-Xin
Format Journal Article
LanguageEnglish
Published American Society of Civil Engineers 01.10.2013
Subjects
Online AccessGet full text

Cover

Loading…
Abstract AbstractLattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power systems. This paper proposes a new type of tuned mass damper (TMD), the pounding tuned mass damper (PTMD), to upgrade the seismic resistant performance of a transmission tower. In the PTMD, a limiting collar with viscoelastic material laced on the inner rim is installed to restrict the stroke of the TMD and to dissipate energy through collision. The pounding force is modeled based on the Hertz contact law, whereas the pounding stiffness β is estimated in a small-scale test. A multimass model of a 55-m tower is established to verify the effectiveness of the PTMD numerically. Harmonic excitation and time-history analysis demonstrate the PTMD’s superiority over the traditional TMD. Finally, a parametric study is performed for the optimal design.
AbstractList AbstractLattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power systems. This paper proposes a new type of tuned mass damper (TMD), the pounding tuned mass damper (PTMD), to upgrade the seismic resistant performance of a transmission tower. In the PTMD, a limiting collar with viscoelastic material laced on the inner rim is installed to restrict the stroke of the TMD and to dissipate energy through collision. The pounding force is modeled based on the Hertz contact law, whereas the pounding stiffness β is estimated in a small-scale test. A multimass model of a 55-m tower is established to verify the effectiveness of the PTMD numerically. Harmonic excitation and time-history analysis demonstrate the PTMD’s superiority over the traditional TMD. Finally, a parametric study is performed for the optimal design.
Lattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power systems. This paper proposes a new type of tuned mass damper (TMD), the pounding tuned mass damper (PTMD), to upgrade the seismic resistant performance of a transmission tower. In the PTMD, a limiting collar with viscoelastic material laced on the inner rim is installed to restrict the stroke of the TMD and to dissipate energy through collision. The pounding force is modeled based on the Hertz contact law, whereas the pounding stiffness beta is estimated in a small-scale test. A multimass model of a 55-m tower is established to verify the effectiveness of the PTMD numerically. Harmonic excitation and time-history analysis demonstrate the PTMD's superiority over the traditional TMD. Finally, a parametric study is performed for the optimal design.
Author Song, Gangbing
Li, Hong-Nan
Zhang, Peng
Lin, You-Xin
Author_xml – sequence: 1
  givenname: Peng
  surname: Zhang
  fullname: Zhang, Peng
  organization: Dalian Univ. Ph.D. Candidate, Faculty of Infrastructure Engineering, of Technology, Ganjingzi District, Dalian, Liaoning 116024, . E-mail
– sequence: 2
  givenname: Gangbing
  surname: Song
  fullname: Song, Gangbing
  email: GSong@Central.uh.edu
  organization: Univ. of Houston Professor, Dept. of Mechanical Engineering, , Houston, TX 77004 (corresponding author). E-mail
– sequence: 3
  givenname: Hong-Nan
  surname: Li
  fullname: Li, Hong-Nan
  email: hnli@dlut.edu.cn
  organization: Dalian Univ. of Technology Professor, Faculty of Infrastructure Engineering, , Ganjingzi District, Dalian, Liaoning 116024, . E-mail
– sequence: 4
  givenname: You-Xin
  surname: Lin
  fullname: Lin, You-Xin
  email: youxinlin@163.com
  organization: Engineer, Guangdong Electrical Co., 8 Shuijinggang Rd., Guangzhou 510080, . E-mail
BookMark eNp1kE1PwzAMhiM0JLbBf6g4jUNL0rT54IA0lfIhbQJp3TnK0hR16pKRrEL8e1I27YYvtmy_r-xnAkbGGg3ALYIJggTdz-arorwrlwniGY4pYzyBIXJKLsD43BuBMaQYxxxzfgUm3m8hRBnhZAweV7r1u1ZFhTUHZ7vINtGH_dYuqpw0YeJ9a01U_bXWvjWfYdybeiiq5dM1uGxk5_XNKU_B-rmsitd48f7yVswXsUwZOcQ6YxuM8hSxDNINRw1NIdQ554oSrpiSPFe5Yjnlsq6lJBukU0hTXmdKIqYVnoLZ0Xfv7Fev_UGEy5TuOmm07b1AjGR5hjGiYfXhuKqc9d7pRuxdu5PuRyAoBmhCDNBEuRQDIDEAEidoQUyOYhncxdb2zoS3zsr_hb_zCHG5
Cites_doi 10.1016/j.engfailanal.2010.01.008
10.1016/S0045-7949(01)00151-1
10.1016/j.cnsns.2011.02.011
10.1016/j.jsv.2006.06.074
10.1007/s11071-005-6610-6
10.1115/1.1368883
10.1016/S0045-7949(97)00045-X
10.1016/S0167-6105(03)00052-7
10.1002/eqe.434
10.1023/A:1025599211712
10.1002/eqe.4290200706
10.1006/jsvi.1997.1666
10.1002/eqe.1162
10.1088/0964-1726/21/5/055011
10.1002/(SICI)1096-9845(199805)27:5<487::AID-EQE738>3.0.CO;2-M
10.1016/0029-5493(80)90106-5
10.1016/j.engstruct.2007.03.022
10.1002/eqe.1033
10.1109/TDCLLM.2000.882820
10.1016/j.engstruct.2011.05.017
10.1002/eqe.4290210903
10.1023/A:1012967003477
10.1016/S0141-0296(97)00078-3
10.1002/eqe.4290160311
10.1016/j.engstruct.2011.10.017
10.1002/eqe.27
10.1061/(ASCE)0733-9445(1990)116:4(957)
ContentType Journal Article
Copyright 2013 American Society of Civil Engineers.
Copyright_xml – notice: 2013 American Society of Civil Engineers.
DBID AAYXX
CITATION
7SM
7TB
8FD
F28
FR3
KR7
DOI 10.1061/(ASCE)EM.1943-7889.0000576
DatabaseName CrossRef
Earthquake Engineering Abstracts
Mechanical & Transportation Engineering Abstracts
Technology Research Database
ANTE: Abstracts in New Technology & Engineering
Engineering Research Database
Civil Engineering Abstracts
DatabaseTitle CrossRef
Earthquake Engineering Abstracts
Civil Engineering Abstracts
Engineering Research Database
Technology Research Database
Mechanical & Transportation Engineering Abstracts
ANTE: Abstracts in New Technology & Engineering
DatabaseTitleList
Earthquake Engineering Abstracts
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1943-7889
EndPage 1406
ExternalDocumentID 10_1061__ASCE_EM_1943_7889_0000576
10_1061_ASCE_EM_1943_7889_0000576
GroupedDBID -0O
02
0O
0R
29K
4.4
4S
5GY
AAIKC
ABBOT
ABDBF
ABFLS
ABPTK
ACDCL
ACIWK
ACNET
ACVYA
ADZKS
AENEX
ALMA_UNASSIGNED_HOLDINGS
ARCSS
ARKUK
ASUFR
CS3
D-I
E.L
E70
EAD
EAP
EAS
EBS
EDO
EJD
EMI
EMK
EST
ESX
GQVBS
HZ
H~9
I-F
L7B
O9-
O~X
P2P
RAC
RNS
RXW
TAE
TAF
TN5
TUS
X
-~X
.4S
.DC
0R~
2FS
6TJ
AAELQ
AAMNW
AAYOK
AAYXX
ABDPE
ABEFU
ABFSI
ACGFO
ACKIV
ACUHS
ADNWM
ADVLX
AFFNX
AI.
AIRRX
ALNAR
CITATION
HZ~
VH1
WHG
XSW
ZY4
~02
~A~
7SM
7TB
8FD
F28
FR3
KR7
ID FETCH-LOGICAL-a286t-e48b315218407b91f7200e599c769c8ca95c5c8579addaa6b1e20729d4ca18ec3
ISSN 0733-9399
IngestDate Fri Jul 11 02:56:56 EDT 2025
Tue Jul 01 00:24:00 EDT 2025
Tue Jan 05 18:51:37 EST 2021
IsPeerReviewed true
IsScholarly true
Issue 10
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-a286t-e48b315218407b91f7200e599c769c8ca95c5c8579addaa6b1e20729d4ca18ec3
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
PQID 1864543317
PQPubID 23500
PageCount 12
ParticipantIDs proquest_miscellaneous_1864543317
crossref_primary_10_1061__ASCE_EM_1943_7889_0000576
asce_journals_10_1061_ASCE_EM_1943_7889_0000576
ProviderPackageCode GQVBS
ABBOT
RAC
ACNET
ARKUK
ADZKS
-0O
E70
CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2013-10-01
PublicationDateYYYYMMDD 2013-10-01
PublicationDate_xml – month: 10
  year: 2013
  text: 2013-10-01
  day: 01
PublicationDecade 2010
PublicationTitle Journal of engineering mechanics
PublicationYear 2013
Publisher American Society of Civil Engineers
Publisher_xml – name: American Society of Civil Engineers
References Vakakis, A. F. 2001; 123
Collette, F. S. 1998; 216
Saidi, I.; Gad, E. F.; Wilson, J. L.; Haritos, N. 2011; 33
Qu, W. L.; Chen, Z. H.; Xu, Z. H. 2001; 79
Yin, R. H.; Li, D. L.; Liu, G. L.; Zhai, T. 2005; 21
Battista, R. C.; Rodrigues, R. S.; Pfeil, M. S. 2003; 91
Park, J. H.; Moon, B. W.; Min, K. W.; Lee, S. K.; Kim, C. K. 2007; 29
Maison, B. F.; Kasai, K. 1990; 116
Pantelides, C. P.; Ma, X. 1998; 66
Farshi, B.; Assadi, A. 2011; 16
Maison, B. F.; Kasai, K. 1992; 21
Chen, B.; Zheng, J.; Qu, W. L. 2008; 27
Jankowski, R. 2005; 34
Jiang, X.; McFarland, D. M.; Bergman, L. A.; Vakakis, A. F. 2003; 33
Gendelman, O. V. 2001; 25
Weber, F.; Maslanka, M. 2012; 21
Jing, H. S.; Young, M. 1991; 20
Lin, G.; Lin, C.; Lu, L.; Ho, Y. 2012; 41
Zemp, R.; De La Llera, J. C.; Almazan, J. L. 2011; 40
Deng, H. Z.; Zhu, S. Y.; Wang, Z. M. 2002; 23
Jankowski, R.; Wilde, K.; Fuzino, Y. 1998; 27
Rana, R.; Soong, T. T. 1998; 20
Prasad Rao, N.; Samuel Knight, G. M.; Mohan, S. J.; Lakshmanan, N. 2012; 35
Gourdon, E.; Alexander, N. A.; Taylor, C. A.; Lamarque, C. H.; Pernot, S. 2007; 300
Gourdon, E.; Lamarque, C. H. 2005; 40
Prasad Rao, N.; Samuel Knight, G. M.; Lakshmanan, N.; Iyer, N. R. 2010; 17
Wolf, J. P.; Skrikerud, P. E. 1980; 57
Anagnostopoulos, S. A. 1988; 16
Chau, K. T.; Wei, X. X. 2001; 30
e_1_3_2_27_1
e_1_3_2_28_1
e_1_3_2_29_1
e_1_3_2_20_1
e_1_3_2_21_1
e_1_3_2_22_1
e_1_3_2_23_1
e_1_3_2_24_1
e_1_3_2_25_1
e_1_3_2_26_1
e_1_3_2_16_1
e_1_3_2_39_1
e_1_3_2_9_1
e_1_3_2_17_1
e_1_3_2_38_1
e_1_3_2_8_1
e_1_3_2_18_1
e_1_3_2_19_1
e_1_3_2_2_1
e_1_3_2_31_1
e_1_3_2_30_1
e_1_3_2_10_1
e_1_3_2_33_1
e_1_3_2_11_1
e_1_3_2_32_1
e_1_3_2_6_1
e_1_3_2_12_1
e_1_3_2_35_1
e_1_3_2_13_1
e_1_3_2_34_1
e_1_3_2_4_1
e_1_3_2_14_1
e_1_3_2_3_1
e_1_3_2_15_1
e_1_3_2_36_1
Deng H. Z. (e_1_3_2_7_1) 2002; 23
Chen B. (e_1_3_2_5_1) 2008; 27
Yin R. H. (e_1_3_2_37_1) 2005; 21
References_xml – volume: 23
  start-page: 30
  year: 2002
  end-page: 37
  article-title: Control on wind vibration for transmission tower-line system of large crossing
  publication-title: Electric Power Constr.
– volume: 91
  start-page: 1051
  year: 2003
  end-page: 1067
  article-title: Dynamics behavior and stability of transmission line tower under wind forces
  publication-title: J. Wind Eng. Ind. Aerodyn.
– volume: 21
  year: 2012
  article-title: Frequency and damping adaptation of a TMD with controlled MR damper
  publication-title: Smart Mater. Struct.
– volume: 216
  start-page: 199
  year: 1998
  end-page: 213
  article-title: A combined tuned absorber and pendulum impact damper under random excitation
  publication-title: J. Sound Vib.
– volume: 79
  start-page: 2817
  year: 2001
  end-page: 2831
  article-title: Dynamic analysis of wind excited truss tower with friction dampers
  publication-title: Comp. Struct.
– volume: 34
  start-page: 595
  year: 2005
  end-page: 611
  article-title: Non-linear viscoelastic modeling of earthquake-induced structural pounding
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 33
  start-page: 3317
  year: 2011
  end-page: 3328
  article-title: Development of passive viscoelastic damper to attenuate excessive floor vibrations
  publication-title: Eng. Struct.
– volume: 300
  start-page: 522
  year: 2007
  end-page: 551
  article-title: Nonlinear energy pumping under transient forcing with strongly nonlinear coupling: Theoretical and experimental results
  publication-title: J. Sound Vibrat.
– volume: 20
  start-page: 667
  year: 1991
  end-page: 681
  article-title: Impact interactions between two vibration systems under random excitation
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 35
  start-page: 55
  year: 2012
  end-page: 70
  article-title: Studies on failure of transmission line towers in testing
  publication-title: Eng. Struct.
– volume: 17
  start-page: 1127
  year: 2010
  end-page: 1141
  article-title: Investigation of transmission line tower failures
  publication-title: Eng. Fail. Anal.
– volume: 21
  start-page: 771
  year: 1992
  end-page: 786
  article-title: Dynamics of pounding when two buildings collide
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 123
  start-page: 324
  year: 2001
  end-page: 332
  article-title: Inducing passive nonlinear energy sinks in vibrating systems
  publication-title: J. Vibrat. Acoustics
– volume: 116
  start-page: 957
  year: 1990
  end-page: 977
  article-title: Analysis for type of structural pounding
  publication-title: J. Struct. Div.
– volume: 16
  start-page: 4514
  year: 2011
  end-page: 4523
  article-title: Development of a chaotic nonlinear tuned mass damper for optimal vibration response
  publication-title: Commun. Nonlinear Sci. Numer. Simul.
– volume: 27
  start-page: 487
  year: 1998
  end-page: 502
  article-title: Pounding of superstructure segments in isolated elevated bridge during earthquakes
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 29
  start-page: 3185
  year: 2007
  end-page: 3196
  article-title: Cyclic loading test of friction-type reinforcing members upgrading wind-resistant performance of transmission towers
  publication-title: Eng. Struct.
– volume: 27
  start-page: 71
  year: 2008
  end-page: 74
  article-title: Wind-induced response mitigation of transmission tower-line system by using magneto rheological dampers
  publication-title: J. Vibrat. Shock
– volume: 16
  start-page: 443
  year: 1988
  end-page: 456
  article-title: Pounding of buildings in series during earthquakes
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 30
  start-page: 633
  year: 2001
  end-page: 651
  article-title: Pounding of structures modelled as non-linear impacts of two oscillators
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 40
  start-page: 339
  year: 2011
  end-page: 354
  article-title: Tall building vibration control using a TM-MR damper assembly
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 20
  start-page: 193
  year: 1998
  end-page: 204
  article-title: Parametric study and simplified design of tuned mass dampers
  publication-title: Eng. Struct.
– volume: 41
  start-page: 813
  year: 2012
  end-page: 830
  article-title: Experimental verification of seismic vibration control using a semi-active friction tuned mass damper
  publication-title: Earthq. Eng. Struct. Dynam.
– volume: 66
  start-page: 79
  year: 1998
  end-page: 92
  article-title: Linear and nonlinear pounding of structural systems
  publication-title: Comp. Struct.
– volume: 33
  start-page: 87
  year: 2003
  end-page: 102
  article-title: Steady state passive nonlinear energy pumping in coupled oscillators: Theoretical and experimental results
  publication-title: Nonlinear Dyn.
– volume: 25
  start-page: 237
  year: 2001
  end-page: 253
  article-title: Transition of energy to a nonlinear localized mode in a highly asymmetric system of two oscillators
  publication-title: Nonlinear Dyn.
– volume: 40
  start-page: 281
  year: 2005
  end-page: 307
  article-title: Energy pumping with various nonlinear structures: Numerical evidences
  publication-title: Nonlinear Dyn.
– volume: 57
  start-page: 253
  year: 1980
  end-page: 275
  article-title: Mutual pounding of adjacent structures during earthquakes
  publication-title: Nucl. Eng. Des.
– volume: 21
  start-page: 51
  year: 2005
  end-page: 54
  article-title: Seismic damage and analysis of power transmissions towers
  publication-title: World Inform. Earthq. Eng.
– ident: e_1_3_2_36_1
– ident: e_1_3_2_27_1
  doi: 10.1016/j.engfailanal.2010.01.008
– ident: e_1_3_2_29_1
  doi: 10.1016/S0045-7949(01)00151-1
– ident: e_1_3_2_39_1
– ident: e_1_3_2_8_1
  doi: 10.1016/j.cnsns.2011.02.011
– ident: e_1_3_2_10_1
  doi: 10.1016/j.jsv.2006.06.074
– ident: e_1_3_2_11_1
  doi: 10.1007/s11071-005-6610-6
– ident: e_1_3_2_17_1
– ident: e_1_3_2_33_1
  doi: 10.1115/1.1368883
– ident: e_1_3_2_25_1
  doi: 10.1016/S0045-7949(97)00045-X
– volume: 23
  start-page: 30
  issue: 8
  year: 2002
  ident: e_1_3_2_7_1
  article-title: Control on wind vibration for transmission tower-line system of large crossing
  publication-title: Electric Power Constr.
– ident: e_1_3_2_3_1
  doi: 10.1016/S0167-6105(03)00052-7
– ident: e_1_3_2_13_1
  doi: 10.1002/eqe.434
– ident: e_1_3_2_15_1
  doi: 10.1023/A:1025599211712
– ident: e_1_3_2_16_1
  doi: 10.1002/eqe.4290200706
– ident: e_1_3_2_19_1
– ident: e_1_3_2_32_1
– ident: e_1_3_2_6_1
  doi: 10.1006/jsvi.1997.1666
– ident: e_1_3_2_20_1
  doi: 10.1002/eqe.1162
– ident: e_1_3_2_21_1
– ident: e_1_3_2_24_1
– volume: 21
  start-page: 51
  issue: 1
  year: 2005
  ident: e_1_3_2_37_1
  article-title: Seismic damage and analysis of power transmissions towers
  publication-title: World Inform. Earthq. Eng.
– ident: e_1_3_2_34_1
  doi: 10.1088/0964-1726/21/5/055011
– ident: e_1_3_2_14_1
  doi: 10.1002/(SICI)1096-9845(199805)27:5<487::AID-EQE738>3.0.CO;2-M
– ident: e_1_3_2_35_1
  doi: 10.1016/0029-5493(80)90106-5
– ident: e_1_3_2_26_1
  doi: 10.1016/j.engstruct.2007.03.022
– ident: e_1_3_2_12_1
– ident: e_1_3_2_38_1
  doi: 10.1002/eqe.1033
– ident: e_1_3_2_18_1
  doi: 10.1109/TDCLLM.2000.882820
– ident: e_1_3_2_31_1
  doi: 10.1016/j.engstruct.2011.05.017
– ident: e_1_3_2_23_1
  doi: 10.1002/eqe.4290210903
– volume: 27
  start-page: 71
  issue: 3
  year: 2008
  ident: e_1_3_2_5_1
  article-title: Wind-induced response mitigation of transmission tower-line system by using magneto rheological dampers
  publication-title: J. Vibrat. Shock
– ident: e_1_3_2_9_1
  doi: 10.1023/A:1012967003477
– ident: e_1_3_2_30_1
  doi: 10.1016/S0141-0296(97)00078-3
– ident: e_1_3_2_2_1
  doi: 10.1002/eqe.4290160311
– ident: e_1_3_2_28_1
  doi: 10.1016/j.engstruct.2011.10.017
– ident: e_1_3_2_4_1
  doi: 10.1002/eqe.27
– ident: e_1_3_2_22_1
  doi: 10.1061/(ASCE)0733-9445(1990)116:4(957)
SSID ssj0014696
Score 2.468847
Snippet AbstractLattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power...
Lattice transmission towers are vital components of transmission line systems, which play an important role in the operation of electrical power systems. This...
SourceID proquest
crossref
asce
SourceType Aggregation Database
Index Database
Publisher
StartPage 1395
SubjectTerms Collars
Design analysis
Mathematical models
Pounding
Technical Papers
Towers
Transmission towers
Ultrasonic testing
Vibration dampers
Title Seismic Control of Power Transmission Tower Using Pounding TMD
URI http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0000576
https://www.proquest.com/docview/1864543317
Volume 139
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3da9swEBdZ-7I9jH2y7gsNNtgoauvIkq2XQZo6KyXJCnUgb0JSZOjDkrEkL_vrdyfLjgfZ6PZijBRH5u6nu9P5pxMh78GD8BQiT7bIrWBg_Qyz4EWYWaT9Kk94lXhM6E-m8nKWXs3FvNe76rCWtht74n7u3VfyP1qFNtAr7pL9B822fwoNcA_6hStoGK530vGNv10jt30Y-eaBz4as9-CBQIOYCjsuQ1PNDbjGU5Twppxc_CEu9bsKhcffPG4M7hDi2_zytY8uD7Mzkdb7Bfrs7a59XJ-IDb1s2qH-1FULwMyweSz7HbMOyY6_1hinjHOmeH24UWtJ67pEDWTOOoYRukTHycKyTu414BBegNQhuB7cDIsPfVVMThKVciQ9qlBrUmR7KmdPv-rRbDzWZTEv75HDPiwZwOYdDs4vzkftN6VUhtPa2jdvStDK5PQjjvZp31jgqc0aly7dqOV3px0ikfIReRhVRQc1Hh6Tnl8-IQ86hSWfks8RGTQig64qGpBBu8igARk0IIM2yKCAjGdkNirK4SWLJ2Uw08_lhvk0txwjMViuZ1YlVQbTxAulXCaVy51RwgmXi0yBOzNGWpiBWDJ-kTqT5N7x5-RguVr6F4QqC3IyEFjmwqVeJUYK10-tki7jtnLyiJyiQHScBmsdWAwy0ShCXUw0ilCjCHUU4RHhjez097qESvvQ355614hZg1TwM5ZZ-tUWBsyxCh2HwPflHX7zitzf4fc1Odj82Po3EEdu7NsIkF_yVWnW
linkProvider EBSCOhost
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=Seismic+Control+of+Power+Transmission+Tower+Using+Pounding+TMD&rft.jtitle=Journal+of+engineering+mechanics&rft.au=Zhang%2C+Peng&rft.au=Song%2C+Gangbing&rft.au=Li%2C+Hong-Nan&rft.au=Lin%2C+You-Xin&rft.date=2013-10-01&rft.issn=0733-9399&rft.volume=139&rft.issue=10&rft.spage=1395&rft.epage=1406&rft_id=info:doi/10.1061%2F%28ASCE%29EM.1943-7889.0000576&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0733-9399&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0733-9399&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0733-9399&client=summon