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Volumn 7, Issue 3, 2000, Pages 163-178

On the performance of base-isolated buildings

Author keywords

[No Author keywords available]

Indexed keywords

BASE-ISOLATED BUILDING; GROUND-BORNE VIBRATIONS; ISOLATION PERFORMANCE; LAMINATED RUBBER BEARINGS; MEASURE OF PERFORMANCE; SPECIFICATION AND DESIGNS; VIBRATION ISOLATIONS; VIBRATION TRANSMISSION;

EID: 0141487220     PISSN: 1351010X     EISSN: None     Source Type: Journal    
DOI: 10.1260/1351010001501589     Document Type: Article
Times cited : (32)

References (17)
  • 5
    • 0024132331 scopus 로고
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    • Huffmann, G.K., Spring support of buildings: a gerb system for full base isolation and for protection against subsidences. American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP, 1988. 147: p. 101-107.
    • (1988) Pressure Vessels and Piping Division (Publication) PVP , vol.147 , pp. 101-107
    • Huffmann, G.K.1
  • 8
    • 0017456074 scopus 로고
    • Vertical vibration of floating piles
    • Novak, M., Vertical vibration of floating piles. ASCE, J. Engineering Mechanics Division, 1977. 103(EM1): p. 153-168.
    • (1977) ASCE, J. Engineering Mechanics Division , vol.103 , Issue.EM1 , pp. 153-168
    • Novak, M.1
  • 10
    • 34648858098 scopus 로고    scopus 로고
    • Modelling of structures of infinite extent for calculation of vibration transmission
    • Balkema, Rotterdam
    • Hunt, H.E.M., Modelling of structures of infinite extent for calculation of vibration transmission. New Advances in Modal Synthesis of Large Structures, Balkema, Rotterdam, 1997: p. 347-358
    • (1997) New Advances in Modal Synthesis of Large Structures , pp. 347-358
    • Hunt, H.E.M.1
  • 12
    • 0025920029 scopus 로고
    • Dynamic pile-soil-pile interaction. Part1: Analysis of axial vibration
    • Gazetas, G. and Makris, N., Dynamic pile-soil-pile interaction. Part1: analysis of axial vibration. Earthquake Engineering and Structural Dynamics, 1991. 20: p. 115-132.
    • (1991) Earthquake Engineering and Structural Dynamics , vol.20 , pp. 115-132
    • Gazetas, G.1    Makris, N.2
  • 13
    • 0026614551 scopus 로고
    • Dynamic pile-soil-pile interaction. Part 2: Lateral and seismic response
    • Makris, N. and Gazetas, G., Dynamic pile-soil-pile interaction. Part 2: Lateral and seismic response. Earthquake Engineering and Structural Dynamics, 1992. 21: p. 145-162.
    • (1992) Earthquake Engineering and Structural Dynamics , vol.21 , pp. 145-162
    • Makris, N.1    Gazetas, G.2
  • 15
    • 0028184646 scopus 로고
    • Soil-pile interaction during the passage of rayleigh waves: An analytical solution
    • Makris, N., Soil-pile interaction during the passage of rayleigh waves: an analytical solution. Earthquake Engineering and Structural Dynamics, 1994. 23: p. 153-167.
    • (1994) Earthquake Engineering and Structural Dynamics , vol.23 , pp. 153-167
    • Makris, N.1
  • 16
    • 0029416503 scopus 로고
    • Seismic response of pile groups under oblique-shear and rayleigh waves
    • Makris, N. and Badoni, D., Seismic response of pile groups under oblique-shear and rayleigh waves. Earthquake Engineering and Structural Dynamics, 1995. 24: p. 517-532.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , pp. 517-532
    • Makris, N.1    Badoni, D.2
  • 17
    • 0025702751 scopus 로고
    • Analysis of power flow in beams and frameworks using the direct-dynamic stiffness method
    • Langley, R.S., Analysis of power flow in beams and frameworks using the direct-dynamic stiffness method. J. Sound and Vibration, 1990. 136(3): p. 439-452.
    • (1990) J. Sound and Vibration , vol.136 , Issue.3 , pp. 439-452
    • Langley, R.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.