메뉴 건너뛰기




Volumn 42, Issue 2, 2013, Pages 163-182

Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings

Author keywords

BIS (base isolation system); CQC (complete quadratic combination) rule; DCF (damping correction factor); Random vibration theory; RSM (response spectrum method)

Indexed keywords

DYNAMIC RESPONSE; MODAL ANALYSIS; SEISMIC DESIGN; SEISMOLOGY; SPECTRUM ANALYSIS;

EID: 84872023667     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2200     Document Type: Article
Times cited : (16)

References (44)
  • 3
    • 1442358232 scopus 로고    scopus 로고
    • Estimation of seismic demands on isolators based on nonlinear analysis
    • Ryan KL, Chopra AK. Estimation of seismic demands on isolators based on nonlinear analysis. Journal of Structural Engineering 2004; 130: 392-402.
    • (2004) Journal of Structural Engineering , vol.130 , pp. 392-402
    • Ryan, K.L.1    Chopra, A.K.2
  • 7
    • 77249177153 scopus 로고    scopus 로고
    • Fiber-reinforced nanocomposite seismic isolators: design and manufacturing
    • Khanlari S, Ashkezari GD, Kokabi M, Kashani MR. Fiber-reinforced nanocomposite seismic isolators: design and manufacturing. Polymer Composites 2010; 31: 299-306.
    • (2010) Polymer Composites , vol.31 , pp. 299-306
    • Khanlari, S.1    Ashkezari, G.D.2    Kokabi, M.3    Kashani, M.R.4
  • 10
  • 13
    • 0022878568 scopus 로고
    • rd US National Conference on Earthquake Engineer-ing, South Carolina, 1107-1116.
    • rd US National Conference on Earthquake Engineer-ing, South Carolina, 1986: 1107-1116.
    • (1986)
    • Kawashima, K.1    Aizawa, K.2
  • 16
    • 84872051563 scopus 로고    scopus 로고
    • European Committee for Standardization. Eurocode 8: Design of Structures for Earthquake Resistance, Edition.
    • European Committee for Standardization. Eurocode 8: Design of Structures for Earthquake Resistance, 2004 Edition.
    • (2004)
  • 17
    • 84872051213 scopus 로고    scopus 로고
    • International Code Council. International Building Code, Edition.
    • International Code Council. International Building Code, 2006 Edition.
    • (2006)
  • 18
    • 0347147145 scopus 로고    scopus 로고
    • A study on damping reduction factor for buildings under earthquake ground motions
    • Lin YY, Chang KC. A study on damping reduction factor for buildings under earthquake ground motions. Journal of Structural Engineering 2003; 129: 206-214.
    • (2003) Journal of Structural Engineering , vol.129 , pp. 206-214
    • Lin, Y.Y.1    Chang, K.C.2
  • 19
    • 24944507364 scopus 로고    scopus 로고
    • Evaluation of damping reduction factors for estimating elastic response of structures with high damping
    • Lin YY, Miranda E, Chang KC. Evaluation of damping reduction factors for estimating elastic response of structures with high damping. Earthquake Engineering and Structural Dynamics 2005; 34: 1427-1443.
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , pp. 1427-1443
    • Lin, Y.Y.1    Miranda, E.2    Chang, K.C.3
  • 20
    • 33645512802 scopus 로고    scopus 로고
    • Simplified methods for design of base-isolated structures in the log-period high-damping range
    • Weitzmann R, Ohsaki M, Nakashima M. Simplified methods for design of base-isolated structures in the log-period high-damping range. Earthquake Engineering and Structural Dynamics 2006; 35: 497-515.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , pp. 497-515
    • Weitzmann, R.1    Ohsaki, M.2    Nakashima, M.3
  • 21
    • 84872011231 scopus 로고
    • A basis for aseismic design. PhD Thesis, University of Illinois at Urbana-Champaign
    • Rosenblueth E. A basis for aseismic design. PhD Thesis, University of Illinois at Urbana-Champaign, 1951.
    • (1951)
    • Rosenblueth, E.1
  • 24
    • 0019726946 scopus 로고
    • A response spectrum method for random vibration analysis of MDF systems
    • Der Kiureghian A. A response spectrum method for random vibration analysis of MDF systems. Earthquake Engineering and Structural Dynamics 1981; 9: 419-435.
    • (1981) Earthquake Engineering and Structural Dynamics , vol.9 , pp. 419-435
    • Der Kiureghian, A.1
  • 26
    • 0031211243 scopus 로고    scopus 로고
    • Evaluation of building separation distance required to prevent pounding during strong earthquakes
    • Penzien J. Evaluation of building separation distance required to prevent pounding during strong earthquakes. Earthquake Engineering and Structural Dynamics 1997; 26: 849-858.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 849-858
    • Penzien, J.1
  • 27
  • 28
    • 33645910879 scopus 로고    scopus 로고
    • Correlation coefficients for structures with viscoelastic dampers
    • Palmeri A. Correlation coefficients for structures with viscoelastic dampers. Engineering Structures 2006; 28: 1197-1208.
    • (2006) Engineering Structures , vol.28 , pp. 1197-1208
    • Palmeri, A.1
  • 29
    • 3042587106 scopus 로고    scopus 로고
    • A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings
    • Chopra AK, Goel RK. A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings. Earthquake Engineering and Structural Dynamics 2004; 33: 903-927.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , pp. 903-927
    • Chopra, A.K.1    Goel, R.K.2
  • 31
    • 0023823332 scopus 로고
    • Rosenblueth's modal combination rule for systems with non-classical damping
    • Villaverde R. Rosenblueth's modal combination rule for systems with non-classical damping. Earthquake Engineering and Structural Dynamics 1988; 16: 931-942.
    • (1988) Earthquake Engineering and Structural Dynamics , vol.16 , pp. 931-942
    • Villaverde, R.1
  • 33
    • 0033387491 scopus 로고    scopus 로고
    • Cross-correlation coefficients and modal combination rules for non-classically damped systems
    • Falsone G, Muscolino G. Cross-correlation coefficients and modal combination rules for non-classically damped systems. Earthquake Engineering and Structural Dynamics 1999; 28: 1669-1684.
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , pp. 1669-1684
    • Falsone, G.1    Muscolino, G.2
  • 34
    • 4744371969 scopus 로고    scopus 로고
    • New real-value modal combination rules for non-classically damped structures
    • Falsone G, Muscolino G. New real-value modal combination rules for non-classically damped structures. Earthquake Engineering and Structural Dynamics 2004; 33: 1187-1209.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , pp. 1187-1209
    • Falsone, G.1    Muscolino, G.2
  • 35
    • 0025199608 scopus 로고    scopus 로고
    • Dynamic response of multiply connected primary secondary systems
    • Muscolino G. Dynamic response of multiply connected primary secondary systems. Earthquake Engineering and Structural Dynamics 2004; 19: 205-216.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.19 , pp. 205-216
    • Muscolino, G.1
  • 37
    • 84872006444 scopus 로고    scopus 로고
    • Presidency of the Italian Council of Ministers. First elements concerning general criteria for the seismic classification of the national territory and for technical norms for construction in seismic zones, in Italian).
    • Presidency of the Italian Council of Ministers. First elements concerning general criteria for the seismic classification of the national territory and for technical norms for construction in seismic zones, 2003 (in Italian).
    • (2003)
  • 39
    • 0026139073 scopus 로고
    • A modal superposition pseudo-force method for dynamic analysis of structural systems with non-proportional damping
    • Claret AM, Venancio-Filho F. A modal superposition pseudo-force method for dynamic analysis of structural systems with non-proportional damping. Earthquake Engineering and Structural Dynamics 1991; 20: 303-315.
    • (1991) Earthquake Engineering and Structural Dynamics , vol.20 , pp. 303-315
    • Claret, A.M.1    Venancio-Filho, F.2
  • 40
    • 44149126428 scopus 로고    scopus 로고
    • An earthquake response spectrum method for linear light secondary substructures
    • Muscolino G, Palmeri A. An earthquake response spectrum method for linear light secondary substructures. ISET Journal of Earthquake Technology 2007; 44: 193-211.
    • (2007) ISET Journal of Earthquake Technology , vol.44 , pp. 193-211
    • Muscolino, G.1    Palmeri, A.2
  • 41
    • 84872007610 scopus 로고    scopus 로고
    • The elastic response spectrum method extended to the seismic analysis of light secondary substructures
    • Lagaros ND, Tsompanakis Y, Papadrakakis M (Eds). Stirling, In production: Saxe-Coburg.
    • Muscolino G, Palmeri A. The elastic response spectrum method extended to the seismic analysis of light secondary substructures. In: New Trends in Seismic Design of Structures, Lagaros ND, Tsompanakis Y, Papadrakakis M (Eds). Stirling, In production: Saxe-Coburg.
    • New Trends in Seismic Design of Structures
    • Muscolino, G.1    Palmeri, A.2
  • 42
    • 0016483905 scopus 로고
    • On the distribution of the first-passage time for normal stationary random processes
    • Vanmarcke, EH. On the distribution of the first-passage time for normal stationary random processes. Journal of Applied Mechanics (ASME) 1975; 42: 215-220.
    • (1975) Journal of Applied Mechanics (ASME) , vol.42 , pp. 215-220
    • Vanmarcke, E.H.1
  • 43
    • 0001818611 scopus 로고
    • Structural response to earthquakes
    • Lomnitz C, Rosenblueth E (Eds). Elsevier: Amsterdam
    • Vanmarcke EH. Structural response to earthquakes. In: Seismic Risk and Engineering Decisions, Chapter 8, Lomnitz C, Rosenblueth E (Eds). Elsevier: Amsterdam, 1976.
    • (1976) Seismic Risk and Engineering Decisions, Chapter 8
    • Vanmarcke, E.H.1
  • 44
    • 0012420295 scopus 로고
    • Numerical method for colored-noise generation and its application to a bistable system
    • Billah KYR, Shinozuka M. Numerical method for colored-noise generation and its application to a bistable system. Physical Review A 1990; 42: 7492-7495.
    • (1990) Physical Review A , vol.42 , pp. 7492-7495
    • Billah, K.Y.R.1    Shinozuka, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.