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Volumn 28, Issue 7, 2006, Pages 985-991

Quantiles of critical separation distance for nonstationary seismic excitations

Author keywords

Nonstationary random process; Quantiles; Seismic pounding; Separation distance

Indexed keywords

BUILDINGS; NUMERICAL ANALYSIS; RANDOM PROCESSES; RELIABILITY; SEISMOLOGY; VIBRATIONS (MECHANICAL);

EID: 33644987282     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.11.003     Document Type: Article
Times cited : (17)

References (16)
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    • Penzien, J.1
  • 2
    • 0031106391 scopus 로고    scopus 로고
    • Separation distance to avoid seismic pounding of adjacent buildings
    • J.-H. Lin Separation distance to avoid seismic pounding of adjacent buildings Earthquake Engineering and Structural Dynamics 26 1997 395-403
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 395-403
    • Lin, J.-H.1
  • 4
    • 0037411072 scopus 로고    scopus 로고
    • Critical building separation distance in reducing pounding risk under earthquake excitation
    • H.P. Hong S.S. Wang P. Hong Critical building separation distance in reducing pounding risk under earthquake excitation Structural Safety 25 2003 287-303
    • (2003) Structural Safety , vol.25 , pp. 287-303
    • Hong, H.P.1    Wang, S.S.2    Hong, P.3
  • 5
    • 33644969246 scopus 로고    scopus 로고
    • Uniform Building Code. Whittier (California): International conference of building officials
    • 1997 Uniform Building Code. Whittier (California): International conference of building officials
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    • 84930119645 scopus 로고
    • Structural response to earthquake
    • Lomnitz C. Rosenblueth E. Elsevier New York
    • E.H. Vanmarcke Structural response to earthquake Lomnitz C. Rosenblueth E. Seismic risk and engineering decision 1976 Elsevier New York 287-337
    • (1976) Seismic Risk and Engineering Decision , pp. 287-337
    • Vanmarcke, E.H.1
  • 8
    • 0025252639 scopus 로고
    • Non-stationary structural response with evolutionary spectra using seismological input model
    • S.T. Quek Y.P. Teo T. Balendra Non-stationary structural response with evolutionary spectra using seismological input model Earthquake Engineering and Structural Dynamics 19 1990 275-288
    • (1990) Earthquake Engineering and Structural Dynamics , vol.19 , pp. 275-288
    • Quek, S.T.1    Teo, Y.P.2    Balendra, T.3
  • 9
    • 0002225593 scopus 로고
    • Power spectral analysis of non-stationary random process
    • M.B. Priestley Power spectral analysis of non-stationary random process Journal of Sound and Vibration 6 1 1967 86-97
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    • Priestley, M.B.1
  • 11
    • 0001374937 scopus 로고
    • Statistical characterization of strong motions using power spectral density function
    • S.P. Lai Statistical characterization of strong motions using power spectral density function Bulletin of Seismological Society of America 72 1 1982 259-274
    • (1982) Bulletin of Seismological Society of America , vol.72 , Issue.1 , pp. 259-274
    • Lai, S.P.1
  • 13
    • 0019726946 scopus 로고
    • A response spectrum method for random vibration analysis of MDOF systems
    • A. Der Kiureghian A response spectrum method for random vibration analysis of MDOF systems Earthquake Engineering and Structural Dynamics 9 1981 419-435
    • (1981) Earthquake Engineering and Structural Dynamics , vol.9 , pp. 419-435
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  • 14
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    • Evaluation of seismic safety of buildings
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  • 15
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    • On fast integration for time variant structural reliability
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    • Wen, Y.K.1    Chen, C.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.