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Volumn 34, Issue 10, 2005, Pages 1271-1284

Simplified design procedure for frame buildings with viscoelastic or elastomeric structural dampers

Author keywords

Elastometric damping material; Performance based design; Seismic design and analysis; Seismic retrofit; Structural damper; Viscoelastic damping material

Indexed keywords

BUILDINGS; DAMPING; EARTHQUAKES; ELASTOMERS; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL FRAMES; VISCOELASTICITY;

EID: 23044458450     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.479     Document Type: Article
Times cited : (69)

References (16)
  • 1
    • 0004832629 scopus 로고
    • Seismic behaviour and design guidelines for steel frame structures with added viscoelastic dampers
    • Report No. NCEER-930009, National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY
    • Chang KC, Lai ML, Soong TT, Hao DS, Yeh YC. Seismic behaviour and design guidelines for steel frame structures with added viscoelastic dampers. Report No. NCEER-930009, National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY, 1993.
    • (1993)
    • Chang, K.C.1    Lai, M.L.2    Soong, T.T.3    Hao, D.S.4    Yeh, Y.C.5
  • 2
    • 0032078450 scopus 로고    scopus 로고
    • Passive control systems for seismic damage mitigation
    • Kasai K, Fu Y. Passive control systems for seismic damage mitigation. Journal of Structural Engineering 1998; 124:501-512.
    • (1998) Journal of Structural Engineering , vol.124 , pp. 501-512
    • Kasai, K.1    Fu, Y.2
  • 3
    • 16544379606 scopus 로고    scopus 로고
    • Seismic analysis, behaviour, and retrofit of non-ductile reinforced concrete frame buildings with viscoelastic dampers
    • Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA
    • Fan CP. Seismic analysis, behaviour, and retrofit of non-ductile reinforced concrete frame buildings with viscoelastic dampers. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA, 1998.
    • (1998)
    • Fan, C.P.1
  • 4
    • 16544387314 scopus 로고    scopus 로고
    • Seismic behaviour of structures with dampers made from ultra high damping natural rubber
    • Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA
    • Lee KS. Seismic behaviour of structures with dampers made from ultra high damping natural rubber. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA, 2003.
    • (2003)
    • Lee, K.S.1
  • 5
    • 16544377478 scopus 로고    scopus 로고
    • Non-linear hysteresis models for ultra-high damping NR structural dampers
    • Sause R, Lee KS, Ricles J, Ab-Malek K, Lu LW. Non-linear hysteresis models for ultra-high damping NR structural dampers. Journal of Rubber Research 2001; 4(4):222-244.
    • (2001) Journal of Rubber Research , vol.4 , Issue.4 , pp. 222-244
    • Sause, R.1    Lee, K.S.2    Ricles, J.3    Ab-Malek, K.4    Lu, L.W.5
  • 6
    • 33444475323 scopus 로고    scopus 로고
    • Nonlinear rate-dependent hysteresis model for structural dampers made from ultra-high damping natural rubber
    • Lee KS, Sause R, Ricles J, Ab-Malek K, Lu LW. Nonlinear rate-dependent hysteresis model for structural dampers made from ultra-high damping natural rubber. Journal of Rubber Research 2004; 7(2):79-103.
    • (2004) Journal of Rubber Research , vol.7 , Issue.2 , pp. 79-103
    • Lee, K.S.1    Sause, R.2    Ricles, J.3    Ab-Malek, K.4    Lu, L.W.5
  • 9
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC). Falls Church, VA
    • International Code Council (ICC). International Building Code, Falls Church, VA, 2000.
    • (2000) International Building Code
  • 10
    • 0003783665 scopus 로고    scopus 로고
    • Prestandard and commentary for the seismic rehabilitation of buildings
    • Federal Emergency Management Agency (FEMA). Report No. FEMA-356, Washington, DC
    • Federal Emergency Management Agency (FEMA). Prestandard and commentary for the seismic rehabilitation of buildings. Report No. FEMA-356, Washington, DC, 2001.
    • (2001)
  • 11
    • 0004278514 scopus 로고    scopus 로고
    • (2nd edn). Prentice-Hall Inc.: New Jersey
    • Chopra AK. Dynamics of Structures (2nd edn). Prentice-Hall Inc.: New Jersey, 2000.
    • (2000) Dynamics of Structures
    • Chopra, A.K.1
  • 12
    • 0003947268 scopus 로고
    • Seismic performance and retrofit of non-ductile reinforced concrete frame structures
    • Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA
    • Wu S. Seismic performance and retrofit of non-ductile reinforced concrete frame structures. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA, 1995.
    • (1995)
    • Wu, S.1
  • 14
    • 0003603125 scopus 로고
    • National Information Service for Earthquake Engineering (NISEE), University of California, Berkeley, CA
    • Maison BF. PC-ANSR: Microcomputer Program for Nonlinear Structural Analysis. National Information Service for Earthquake Engineering (NISEE), University of California, Berkeley, CA, 1992.
    • (1992) PC-ANSR: Microcomputer Program for Nonlinear Structural Analysis
    • Maison, B.F.1
  • 16
    • 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, SAC Joint Venture, Sacramento, CA
    • 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, SAC Joint Venture, Sacramento, CA, 1997.
    • (1997)
    • Somerville, P.1    Smith, N.2    Punyamurthula, S.3    Sun, J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.