메뉴 건너뛰기




Volumn , Issue , 2014, Pages 114-119

Seismic reliability analysis of base-isolated structures with friction pendulum system

Author keywords

FP system; LHS method; limit state; seismic reliability; structural performance

Indexed keywords

DISTRIBUTION FUNCTIONS; EARTHQUAKES; FRICTION; FUNCTION EVALUATION; PENDULUMS; PROBABILITY DENSITY FUNCTION; RANDOM VARIABLES; SEISMIC DESIGN; STRUCTURAL ANALYSIS;

EID: 84911106818     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/EESMS.2014.6923276     Document Type: Conference Paper
Times cited : (34)

References (26)
  • 1
    • 0024721050 scopus 로고
    • Comparative study of base isolation systems
    • Su l, Ahmadi g, Tadjbakhsh ig, "Comparative study of base isolation systems," Journal of Engineering Mechanic 1989; 115:1976-92.
    • (1989) Journal of Engineering Mechanic , vol.115 , pp. 1976-1992
    • Su, L.1    Ahmadi, G.2    Ig, T.3
  • 2
    • 0000649629 scopus 로고
    • A simple pendulum technique for achieving seismic isolation
    • Zayas VA, Low SS, Mahin SA, "A simple pendulum technique for achieving seismic isolation," Earthquake Spectra 1990; 6:317-33.
    • (1990) Earthquake Spectra , vol.6 , pp. 317-333
    • Zayas, V.A.1    Low, S.S.2    Mahin, S.A.3
  • 7
    • 38249030985 scopus 로고
    • Response of frictional base isolation systems to horizontal-vertical random earthquake excitations
    • Su L, Ahmadi G, "Response of frictional base isolation systems to horizontal-vertical random earthquake excitations," Probabilistic Engineering Mechanics 1988; 3(1):12-21.
    • (1988) Probabilistic Engineering Mechanics , vol.3 , Issue.1 , pp. 12-21
    • Su, L.1    Ahmadi, G.2
  • 8
    • 20544435416 scopus 로고    scopus 로고
    • Reliability of base isolation for the protection of critical equipment from earthquake hazards
    • Alhan C, Gavin HP, "Reliability of base isolation for the protection of critical equipment from earthquake hazards," Engineering Structures 2005; 27: 1435-1449.
    • (2005) Engineering Structures , vol.27 , pp. 1435-1449
    • Alhan, C.1    Gavin, H.P.2
  • 9
    • 70449125361 scopus 로고    scopus 로고
    • Gazzetta Ufficiale del 04.02.08, DM 14.01.08, Ministero delle Infrastrutture
    • NTC08, "Norme tecniche per le costruzioni," Gazzetta Ufficiale del 04.02.08, DM 14.01.08, Ministero delle Infrastrutture.
    • Norme Tecniche per le Costruzioni
    • NTC081
  • 10
  • 11
    • 0025382923 scopus 로고
    • Teflon bearings in base isolation. II: Modeling
    • Constantinou MC, Mokha A, Reinhorn AM, "Teflon Bearings in Base Isolation. II: Modeling," J. Struct. Eng. 1990; 116(2):455-474.
    • (1990) J. Struct. Eng. , vol.116 , Issue.2 , pp. 455-474
    • Constantinou, M.C.1    Mokha, A.2    Reinhorn, A.M.3
  • 13
    • 0018468345 scopus 로고
    • A comparison of three methods for selecting values of input variables in the analysis from a computer code
    • Mckey MD, Conover WJ, Beckman RJ, "A comparison of three methods for selecting values of input variables in the analysis from a computer code", Technometrics 1979; 21:239-45.
    • (1979) Technometrics , vol.21 , pp. 239-245
    • McKey, M.D.1    Conover, W.J.2    Beckman, R.J.3
  • 14
    • 0008365269 scopus 로고
    • Report prepared by Structural Engineers Association of California, Sacramento, CA.
    • SEAOC Vision 2000 Committee, "Performance-based seismic engineering," Report prepared by Structural Engineers Association of California, Sacramento, CA., 1995.
    • (1995) Performance-based Seismic Engineering
  • 15
    • 84926454220 scopus 로고    scopus 로고
    • Limit states for performance-based design
    • Collins KR, Stojadinovic B, "Limit states for performance-based design," 12WCEE, 2000.
    • (2000) 12WCEE
    • Collins, K.R.1    Stojadinovic, B.2
  • 16
    • 0036498128 scopus 로고    scopus 로고
    • Performance-based seismic engineering: The need for a reliable conceptual comprehensive approach
    • Bertero RD, Bertero VV, "Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach," Earthquake Engineering and Structural Dynamics 2002; 31:627-652 (DOI: 10.1002/eqe.146).
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 627-652
    • Bertero, R.D.1    Bertero, V.V.2
  • 18
    • 84859521343 scopus 로고    scopus 로고
    • Final draft. Brussels
    • CEN-European Committee for Standardization, "Eurocode 0: Basis of Structural Design," Final draft. Brussels, 2006.
    • (2006) Eurocode 0: Basis of Structural Design
  • 19
    • 33646186899 scopus 로고    scopus 로고
    • Seismic reliability estimate of building structures designed according to the current Japanese design code
    • Saito T, Kanda J, Kani N, "Seismic reliability estimate of building structures designed according to the current Japanese design code," Proceedings of the Structural Engineers World Congress, 1998.
    • (1998) Proceedings of the Structural Engineers World Congress
    • Saito, T.1    Kanda, J.2    Kani, N.3
  • 21
    • 0003889489 scopus 로고
    • Report No. CB/EERC-87/01, Earthquake Engineering Research Center, University of California, Berkeley, California
    • Zayas VA, Low SS , Mahin SA, "The FPS earthquake resisting system," Report No. CB/EERC-87/01, Earthquake Engineering Research Center, University of California, Berkeley, California, 1987.
    • (1987) The FPS Earthquake Resisting System
    • Zayas, V.A.1    Low, S.S.2    Mahin, S.A.3
  • 24
    • 84911078353 scopus 로고    scopus 로고
    • SAP 2000. Computers and Structures Inc.: Berkley, CA, 2002
    • SAP 2000. Computers and Structures Inc.: Berkley, CA, 2002.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.