메뉴 건너뛰기




Volumn 27, Issue 6, 1998, Pages 577-588

Optimum strength ratio of hysteretic damper

Author keywords

Earthquake response; Equivalent viscous damping ratio; Hysteretic damper; Optimum damper's strength ratio

Indexed keywords

DAMPING; DUCTILITY; DYNAMIC RESPONSE; HYSTERESIS; SHEAR STRENGTH; STEEL STRUCTURES; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0032095497     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199806)27:6<577::AID-EQE743>3.0.CO;2-U     Document Type: Article
Times cited : (39)

References (22)
  • 2
    • 0027341617 scopus 로고
    • Supplemental damping for improved seismic performance'
    • R. D. Hanson, 'Supplemental damping for improved seismic performance',Earthquake Spectra EERI 9, 319-334 (1993).
    • (1993) Earthquake Spectra EERI , vol.9 , pp. 319-334
    • Hanson, R.D.1
  • 3
    • 0027341620 scopus 로고
    • Testing of passive energy dissipation systems'
    • I. D. Aiken et al, 'Testing of passive energy dissipation systems',Earthquake Spectra EERI 9, 335-370 (1993).
    • (1993) Earthquake Spectra EERI , vol.9 , pp. 335-370
    • Aiken, I.D.1
  • 4
    • 85034190806 scopus 로고
    • Experimental behavior of a spatial piping system with steel energy absorbers subjected to a simulated differential sseismic input'
    • Earthquake Engineering Research Center
    • S. F. Stiemer, W. G. Goddenand J. M. Kelly, 'Experimental behavior of a spatial piping system with steel energy absorbers subjected to a simulated differential sseismic input',Report No. UCB/EERC-81/109, Earthquake Engineering Research Center, 1981.
    • (1981) Report No. UCB/EERC-81/109
    • Stiemer, S.F.1    Godden, W.G.2    Kelly, J.M.3
  • 5
    • 0003891443 scopus 로고
    • Earthquake simulator testing of steel plate added damping and stiffness elements'
    • Earthquake Engineering Research Center, University of California, Berkeley, CA
    • A. Whittaker, V. V. Berteroand J. Alonso, 'Earthquake simulator testing of steel plate added damping and stiffness elements',Report No. UCB/EERC- 89/102, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1989.
    • (1989) Report No. UCB/EERC- 89/102
    • Whittaker, A.1    Bertero, V.V.2    Alonso, J.3
  • 6
    • 0001172204 scopus 로고
    • Steel triangular plate energy absorber for earthquake resistant buildings'
    • Acupulco
    • K. C. Tsaiand C. P. Hong, 'Steel triangular plate energy absorber for earthquake resistant buildings',Proc. 1st World Conf. on Constructional Steel Design, Acupulco, 1992, pp.345-355.
    • (1992) Proc. 1st World Conf. on Constructional Steel Design , pp. 345-355
    • Tsai, K.C.1    Hong, C.P.2
  • 8
    • 0028678326 scopus 로고
    • Energy dissipation behavior of shear panels made of low yield steel'
    • M. Nakashima et al, 'Energy dissipation behavior of shear panels made of low yield steel',Earthquake Engng. Struct. Dyn. 23, 1299-1313 (1994).
    • (1994) Earthquake Engng. Struct. Dyn. , vol.23 , pp. 1299-1313
    • Nakashima, M.1
  • 9
    • 0027341612 scopus 로고
    • Seismic response control of buildings using friction damper'
    • S. Cherryand A. Filiatraut, 'Seismic response control of buildings using friction damper',Earthquake Spectra EERI 9, 447-466 (1993).
    • (1993) Earthquake Spectra EERI , vol.9 , pp. 447-466
    • Cherry, S.1    Filiatraut, A.2
  • 11
    • 5644258216 scopus 로고
    • Static and dynamic hysteresis characteristics of thermally sprayed aluminium friction damper
    • in Japanese.
    • S. Ono, K. Nakahira, S. Tsujiokaand K. Inoue, 'Static and dynamic hysteresis characteristics of thermally sprayed aluminium friction damper", J. Struct. Engng. AU 41B, 1-8 (1995) (in Japanese).
    • (1995) J. Struct. Engng. AU , vol.41 B , pp. 1-8
    • Ono, S.1    Nakahira, K.2    Tsujioka, S.3    Inoue, K.4
  • 13
    • 0002856298 scopus 로고
    • Limit design of structures to resist earthquake
    • Berkeley, California
    • G. W. Housner, 'Limit design of structures to resist earthquake",Proc. 1st WCEE, Berkeley, California, 1956, pp. 5.1-5.13.
    • (1956) Proc. 1st WCEE , pp. 51-513
    • Housner, G.W.1
  • 14
    • 0000052922 scopus 로고
    • Behavior of structures during earthquake'
    • G. W. Housner, 'Behavior of structures during earthquake',J. Engng. Mech. ASCE 4, 109-129 (1959).
    • (1959) J. Engng. Mech. ASCE , vol.4 , pp. 109-129
    • Housner, G.W.1
  • 15
    • 0021479401 scopus 로고
    • Earthquake energy absorption in SDOF structure
    • T. F. Zahrahand W. J. Hall, 'Earthquake energy absorption in SDOF structure", J. Struct. Engng. ASCE 110, 1757-1772 (1984).
    • (1984) J. Struct. Engng. ASCE , vol.110 , pp. 1757-1772
    • Zahrah, T.F.1    Hall, W.J.2
  • 17
    • 0030135755 scopus 로고    scopus 로고
    • Energy input and dissipation behaviour of structures with hysteretic dampers'
    • M. Nafcashima, K. Saburiand B. Tsuji, 'Energy input and dissipation behaviour of structures with hysteretic dampers',Earthquake Engng. Struct. Dyn. 25, 483-496 (1996).
    • (1996) Earthquake Engng. Struct. Dyn. , vol.25 , pp. 483-496
    • Nafcashima, M.1    Saburi, K.2    Tsuji, B.3
  • 18
    • 0020138962 scopus 로고
    • Response of friction damped braced frames'
    • A. S. Palland C. Marsh, 'Response of friction damped braced frames',J. Struct. Div. ASCE 108, 1313-1323 (1982).
    • (1982) J. Struct. Div. ASCE , vol.108 , pp. 1313-1323
    • Pall, A.S.1    Marsh, C.2
  • 19
    • 0025429533 scopus 로고
    • Seismic design spectra for friction-damped structure'
    • A. Filiatraultand S. Cherry, 'Seismic design spectra for friction-damped structure',J. Struct. Engng. ASCE 116,1334-1355 (1990).
    • (1990) J. Struct. Engng. ASCE , vol.116 , pp. 1334-1355
    • Filiatrault, A.1    Cherry, S.2
  • 20
    • 0027341616 scopus 로고
    • Design of steel triangular plate energy absorbers for seismic-resistant construction'
    • K. C. Tsai, W. H. Chen, C. P. Hongand Y. F. Su, 'Design of steel triangular plate energy absorbers for seismic-resistant construction',Earthquake Spectra EERI 9, 505-528 (1993).
    • (1993) Earthquake Spectra EERI , vol.9 , pp. 505-528
    • Tsai, K.C.1    Chen, W.H.2    Hong, C.P.3    Su, Y.F.4
  • 21
    • 0029316298 scopus 로고
    • Design of yielding or friction-based dissipative bracings for seismic protection of buildings'
    • V. Ciampi, M. D. Angelisand F. Paolacci, 'Design of yielding or friction-based dissipative bracings for seismic protection of buildings',Engng. Struct. 17, 381-391 (1995).
    • (1995) Engng. Struct. , vol.17 , pp. 381-391
    • Ciampi, V.1    Angelis, M.D.2    Paolacci, F.3
  • 22
    • 0008400001 scopus 로고
    • Damping in composite structures'
    • Tokyo
    • L. S. Jacobsen, 'Damping in composite structures',Proc. 2nd WCEE, Tokyo, 1960, pp.1029-1044.
    • (1960) Proc. 2nd WCEE , pp. 1029-1044
    • Jacobsen, L.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.