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Volumn 34, Issue 8, 2005, Pages 889-907

Optimal design of supplemental viscous dampers for irregular shear-frames in the presence of yielding

Author keywords

Global damage index; Irregular structures; Passive control; Supplemental viscous damping; Yielding frames

Indexed keywords

ALGORITHMS; DAMPING; OPTIMIZATION; PROBLEM SOLVING; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 21344465838     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.458     Document Type: Article
Times cited : (108)

References (38)
  • 2
    • 21344469590 scopus 로고    scopus 로고
    • Case study: Seismic rehabilitation of non-ductile soft story concrete structure using viscous dampers
    • Acapulco, Mexico, 23-28 June Elsevier Science, Paper no. 315
    • Miyamoto HK, Scholl RE. Case study: seismic rehabilitation of non-ductile soft story concrete structure using viscous dampers. Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 23-28 June 1996, Elsevier Science, Paper no. 315.
    • (1996) Proceedings of the Eleventh World Conference on Earthquake Engineering
    • Miyamoto, H.K.1    Scholl, R.E.2
  • 3
    • 0030102404 scopus 로고    scopus 로고
    • Role of viscous damping in nonlinear vibration of buildings exposed to intense ground motion
    • Soda S. Role of viscous damping in nonlinear vibration of buildings exposed to intense ground motion. Journal of Wind Engineering and Industrial Aerodynamics 1996; 59:247-264.
    • (1996) Journal of Wind Engineering and Industrial Aerodynamics , vol.59 , pp. 247-264
    • Soda, S.1
  • 5
    • 0027110573 scopus 로고
    • Effects of added-damper distribution on the seismic response of buildings
    • Hahn GD, Sathiavageeswaran KR. Effects of added-damper distribution on the seismic response of buildings. Computers and Structures 1992; 4fs3(5):941-950.
    • (1992) Computers and Structures , vol.43 , Issue.5 , pp. 941-950
    • Hahn, G.D.1    Sathiavageeswaran, K.R.2
  • 6
    • 0026869898 scopus 로고
    • Seismic design of viscoelastic dampers for structural applications
    • (ASCE)
    • Zhang R-H, Soong TT. Seismic design of viscoelastic dampers for structural applications. Journal of Structural Engineering (ASCE) 1992; 118(5):1375-1392.
    • (1992) Journal of Structural Engineering , vol.118 , Issue.5 , pp. 1375-1392
    • Zhang, R.-H.1    Soong, T.T.2
  • 7
    • 0031078646 scopus 로고    scopus 로고
    • Optimal placement of energy dissipation devices for three-dimensional structures
    • Wu B, Ou J-P, Soong TT. Optimal placement of energy dissipation devices for three-dimensional structures. Engineering Structures 1997; 19(2):113-125.
    • (1997) Engineering Structures , vol.19 , Issue.2 , pp. 113-125
    • Wu, B.1    Ou, J.-P.2    Soong, T.T.3
  • 8
    • 0033114899 scopus 로고    scopus 로고
    • Optimal use of viscoelastic dampers in building frames for seismic force
    • (ASCE)
    • Shukla AK, Datta TK. Optimal use of viscoelastic dampers in building frames for seismic force. Journal of Structural Engineering (ASCE) 1999; 125(4):401-409.
    • (1999) Journal of Structural Engineering , vol.125 , Issue.4 , pp. 401-409
    • Shukla, A.K.1    Datta, T.K.2
  • 9
    • 0035413888 scopus 로고    scopus 로고
    • A simple method for the design of optimal damper configurations in MDOF structures
    • Lopez Garcia D. A simple method for the design of optimal damper configurations in MDOF structures. Earthquake Spectra 2001; 17 (3):387-398.
    • (2001) Earthquake Spectra , vol.17 , Issue.3 , pp. 387-398
    • Lopez Garcia, D.1
  • 10
    • 0345377361 scopus 로고    scopus 로고
    • Frame retrofit by using viscous and viscoelastic dampers
    • Acapulco, Mexico, 23-28 June Elsevier Science, Paper no. 428
    • Fu Y. Frame retrofit by using viscous and viscoelastic dampers. Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 23-28 June 1996, Elsevier Science, Paper no. 428.
    • (1996) Proceedings of the Eleventh World Conference on Earthquake Engineering
    • Fu, Y.1
  • 11
    • 0032078518 scopus 로고    scopus 로고
    • Comparative study of frames using viscoelastic and viscous dampers
    • (ASCE)
    • Fu Y, Kasai K. Comparative study of frames using viscoelastic and viscous dampers. Journal of Structural Engineering (ASCE) 1998; 124(5):513-522.
    • (1998) Journal of Structural Engineering , vol.124 , Issue.5 , pp. 513-522
    • Fu, Y.1    Kasai, K.2
  • 12
    • 0010317023 scopus 로고
    • To CWS. Statistical linearization method in the preliminary design of structures with energy dissipating devices
    • ATC-17-1
    • Inaudi JA, Kelly JM, To CWS. Statistical linearization method in the preliminary design of structures with energy dissipating devices. ATC-17-1 1993; 509-520.
    • (1993) , pp. 509-520
    • Inaudi, J.A.1    Kelly, J.M.2
  • 14
  • 15
    • 0032302345 scopus 로고    scopus 로고
    • Effects of support stiffnesses on optimal damper placement for a planar building frame
    • Takewaki I, Yoshitomi S. Effects of support stiffnesses on optimal damper placement for a planar building frame. The Structural Design of Tall Buildings 1998; 7:323-336.
    • (1998) The Structural Design of Tall Buildings , vol.7 , pp. 323-336
    • Takewaki, I.1    Yoshitomi, S.2
  • 20
    • 0035739035 scopus 로고    scopus 로고
    • Retrofit of pre-Northridge steel moment-resisting frames using fluid viscous dampers
    • Uriz P, Whittaker AS. Retrofit of pre-Northridge steel moment-resisting frames using fluid viscous dampers. The Structural Design of Tall Buildings 2001; 10:371-390.
    • (2001) The Structural Design of Tall Buildings , vol.10 , pp. 371-390
    • Uriz, P.1    Whittaker, A.S.2
  • 21
    • 0029755685 scopus 로고    scopus 로고
    • Design of energy dissipation devices based on concept of damage control
    • (ASCE)
    • Shen KL, Soong TT. Design of energy dissipation devices based on concept of damage control. Journal of Structural Engineering (ASCE) 1996; 122(1):76-82.
    • (1996) Journal of Structural Engineering , vol.122 , Issue.1 , pp. 76-82
    • Shen, K.L.1    Soong, T.T.2
  • 22
    • 0030904287 scopus 로고    scopus 로고
    • Seismic response of building frames with vertical structural irregularities
    • (ASCE)
    • Valmundsson VE, Nau JM. Seismic response of building frames with vertical structural irregularities. Journal of Structural Engineering (ASCE) 1997; 123(1):30-41.
    • (1997) Journal of Structural Engineering , vol.123 , Issue.1 , pp. 30-41
    • Valmundsson, V.E.1    Nau, J.M.2
  • 23
    • 4344585731 scopus 로고    scopus 로고
    • Effects of Vertical Irregularities on Seismic Behavior of Building Structures
    • Report no. 130, The John A. Blume Earthquake Engineering Center, Stanford University
    • Al-Ali AK, Krawinkler H. Effects of Vertical Irregularities on Seismic Behavior of Building Structures. Report no. 130, The John A. Blume Earthquake Engineering Center, Stanford University, 1998.
    • (1998)
    • Al-Ali, A.K.1    Krawinkler, H.2
  • 25
    • 0038036022 scopus 로고    scopus 로고
    • Rehabilitation of a 1985 steel moment-frame building
    • Haskell G. Rehabilitation of a 1985 steel moment-frame building. Earthquake Spectra 2003; 19(2):385-397.
    • (2003) Earthquake Spectra , vol.19 , Issue.2 , pp. 385-397
    • Haskell, G.1
  • 27
    • 0037247055 scopus 로고    scopus 로고
    • Performance-based design of added viscous dampers using capacity spectrum method
    • Kim J, Choi H, Min KW. Performance-based design of added viscous dampers using capacity spectrum method. Journal of Earthquake Engineering 2003; 7(1):1-24.
    • (2003) Journal of Earthquake Engineering , vol.7 , Issue.1 , pp. 1-24
    • Kim, J.1    Choi, H.2    Min, K.W.3
  • 28
    • 0022043291 scopus 로고
    • Mechanistic seismic damage model for reinforced concrete
    • (ASCE)
    • Park YJ, Ang AHS. Mechanistic seismic damage model for reinforced concrete. Journal of Structural Engineering (ASCE) 1985; 111 (4):722-739.
    • (1985) Journal of Structural Engineering , vol.111 , Issue.4 , pp. 722-739
    • Park, Y.J.1    Ang, A.H.S.2
  • 29
    • 0037991426 scopus 로고    scopus 로고
    • An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications
    • Martinez-Rodrigo M, Romero ML. An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications. Engineering Structures 2003; 25(2):913-925.
    • (2003) Engineering Structures , vol.25 , Issue.2 , pp. 913-925
    • Martinez-Rodrigo, M.1    Romero, M.L.2
  • 30
    • 0003785992 scopus 로고
    • Nonlinear transient dynamic analysis of yielding structures
    • Ph.D. dissertation, University of California, Berkeley
    • Ozdemir H. Nonlinear transient dynamic analysis of yielding structures. Ph.D. dissertation, University of California, Berkeley, 1976.
    • (1976)
    • Ozdemir, H.1
  • 31
    • 21344451535 scopus 로고
    • Deterministic model for seismic damage evaluation of RC structures
    • Technical Report NCEER-89-0033
    • Bracci JM, Reinhorn AM, Mander JB, Kunnath SK. Deterministic model for seismic damage evaluation of RC structures. Technical Report NCEER-89-0033, 1989.
    • (1989)
    • Bracci, J.M.1    Reinhorn, A.M.2    Mander, J.B.3    Kunnath, S.K.4
  • 32
    • 0000035630 scopus 로고
    • Seismic damage indices for concrete structures: A state-of-the-art review
    • Williams MS, Sexsmith RG. Seismic damage indices for concrete structures: a state-of-the-art review. Earthquake Spectra 1995; 11(2):319-349.
    • (1995) Earthquake Spectra , vol.11 , Issue.2 , pp. 319-349
    • Williams, M.S.1    Sexsmith, R.G.2
  • 37
    • 0003584121 scopus 로고    scopus 로고
    • Development of ground motion time histories for Phase 2 of the FEMA/SAC steel project
    • Report No. SAC/BD-97/04
    • Somerville P, Smith N, Punyamurthula S, Sun J. Development of ground motion time histories for Phase 2 of the FEMA/SAC steel project. Report No. SAC/BD-97/04, 1997.
    • (1997)
    • Somerville, P.1    Smith, N.2    Punyamurthula, S.3    Sun, J.4
  • 38
    • 85009314702 scopus 로고    scopus 로고
    • Anonymous
    • Anonymous, http://quiver.eerc.berkeley.edu:8080/studies/system/ ground_motions.html


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.