Introduction of the most suitable parameter for selection of critical earthquake

Computers and Structures

Volumn 83, Issue 8-9, 2005, Pages 613-626

  Amiri, G Ghodrati ^a   Dana, F Manouchehri ^a  

^a IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

Critical earthquake; Earthquake parameter; EPA; PGV

Indexed keywords

DATA ACQUISITION; GRAVITATION; NATURAL FREQUENCIES; PARAMETER ESTIMATION; STATISTICAL METHODS; STRATEGIC PLANNING;

CRITICAL EARTHQUAKES; EARTHQUAKE PARAMETERS; EFFECTIVE PEAK ACCELERATION (EPA); PEAK GROUND ACCELERATION (PGA); PEAK GROUND VELOCITY (PGV);

EARTHQUAKES;

EID: 13844271276     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.10.010     Document Type: Article

References (17)

1. F. Naeim, and J.C. Anderson Classification and evaluation of earthquake records for design 1993 Earthquake Engineering Research Institute (EERI) Oakland, California
2. G. Ghodrati Amiri, and F. Manouchehri Dana Determining seismic parameters of Zagros region in Iran, Inter-University Research Collaboration Project between Iran University of Science & Technology and Kurdistan University 2002 Iran University of Science & Technology Tehran, Iran
3. Applied Technology Council (ATC). Tentative provisions for the development of seismic regulations for buildings-ATC 3-306. Palo Alto, California, 1978
4. A. Arias A measure of earthquake intensity R.J. Hansen Seismic design for nuclear power plants 1970 MIT Press Cambridge, Massachusetts 438 483
5. M.D. Trifunac, and A.G. Brady A study of the duration of strong earthquake ground motion Bull Seismol Soc Amer 65 1975 581 626
6. H.R. Ramazi Basic accelerograms data of the Iranian accelerographs network-BHRC publication no. 266 1998 Building & Housing Research Center Tehran, Iran
7. A. Mahdavian Design response spectra for large dams in Iran 2000 International Commission of Large Dams (ICOLD) China
8. Seismic Workstation Software (SWS). Pasadena, California: Kinemetrics Inc.; 1990
9. D.M. Boore, W.B. Joyner, A.A. Oliver, and R.A. Page Peak acceleration velocity and displacement from strong motion records Bull Seismol Soc Amer 70 1 1980 305 321
10. H.B. Seed, and I.M. Idriss Ground motions and soil liquefaction during earthquakes 1982 Earthquake Engineering Research Institute Berkeley, CA
11. W.B. Joyner, and D.M. Boore Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake Bull Seismol Soc Amer 71 6 1981 2011 2038
12. B. Mohraz A study of earthquake response spectra for different geological conditions Bull Seismol Soc Amer 66 3 1976 915 935
13. M. Zare, P.Y. Bard, and M. Ghafory-Ashtiany Site characterization for the Iranian strong motion network J Soil Dynam Earthquake Eng 18 2 1999 101 123
14. M. Zare, P.Y. Bard, and M. Ghafory-Ashtiany The Iranian accelerometric data bank: a revision and data correction J Seismol Earthquake Eng (Tehran, Iran) 1 1 1999 1 22
15. H. Mirzaei, and E. Farzanegan Specifications of the Iranian accelerograph network stations-BHRC publication no. 266 1999 Building & Housing Research Center Tehran, Iran
16. Permanent Committee for Revising the Iranian Code of Practice for Seismic Resistant Design of Buildings. Iranian code of practice for seismic resistant design of buildings-Standard No. 2800, 2nd ed. Tehran, Iran: Building & Housing Research Center; 1999
17. Naeim F., Anderson JC. Design classification of horizontal and vertical earthquake ground motion (1933-1994). JAMA report no. 7738.68-96. Los Angeles, California: John A. Martin & Associates, Inc.; 1996