Civil Engineering Reference
In-Depth Information
Coppersmith , K.S. and Youngs , R.R. ( 1990 ). Improved methods for seismic hazard analysis in the Western United States. Proceed-
ings of the 4th National Conference on Earthquake Engineering , 1, 723 - 731 .
Cornell , C.A. ( 1968 ). Engineering seismic risk analysis . Bulletin of the Seismological Society of America , 58 ( 4 ), 1583 - 1606 .
Cornell , C.A. , Falayer , F. , Hamburger , R.O. and Foutch , D.A. ( 2002 ). Probabilistic basis for 2000 SAC Federal Emergency Manage-
ment Agency Steel Moment Frame Guidelines. Journal of Structural Engineering , ASCE , 128 ( 4 ), 526 - 533 .
Cosenza , E. , Manfredi , G. and Ramasco, R. (1993). The use of damage functionals in earthquake engineering: A comparison between
different methods. Earthquake Engineering and Structural Dynamics , 22 ( 10 ), 855 - 868 .
Crouse , C.B. ( 1991 ). Ground - motion attenuation equations for earthquakes on the Cascadia subduction zones . Earthquake Spectra ,
7 ( 2 ), 201 - 236 .
Dahle , A. , Bungum , H. and Kvamme , L. ( 1990 ). Attenuation models inferred from intraplate earthquake recordings . Earthquake
Engineering and Structural Dynamics , 19 ( 8 ), 1125 - 1141 .
Deodatis , G. and Shinozouka , M. ( 1989 ). Simulation of seismic ground motion using stochastic waves . Journal of Engineering
Mechanics, ASCE , 115 ( 12 ), 2723 - 2737 .
Dobry , R. , Idriss , I M. and Ng , E. ( 1978 ). Duration characteristics of horizontal components of strong -motion earthquake records.
Bulletin Seismological Society of America , 68 ( 5 ), 1487 - 1520 .
Douglas , J. ( 2001 ). A comprehensive worldwide summary of strong -motion attenuation relationships for peak ground acceleration
and spectral ordinates (1969 to 2000). ESEE Research Report No. 01- 1 , Department of Civil Engineering and Environmental
Engineering, Imperial College, London, UK.
Douglas , J. ( 2002 ). Errata of and additions to ESEE Report No. 01 -1 'A comprehensive worldwide summary of strong- motion
attenuation relationships for peak ground acceleration and spectral ordinates (1969 to 2000)'. Department Research Report,
Department of Civil Engineering and Environmental Engineering, Imperial College, London, UK.
Douglas , J. ( 2004 ). Ground motion estimation equations 1964 to 2003. Re -issue of ESEE Research Report No. 01- 1 ' A comprehen-
sive worldwide summary of strong-motion attenuation relationships for peak ground acceleration and spectral ordinates (1969 to
2000) ' . Technical Report No.04 -001-SM. Department of Civil Engineering and Environmental Engineering, Imperial College,
London, UK.
Douglas , J. ( 2006 ). Errata of and additions to 'Ground motion estimation equations 1964- 2003 ' . ESEE Research Report No. 01 - 6 ,
Department of Civil Engineering and Environmental Engineering, Imperial College, London, UK.
Elghadamsi , F.E. and Mohraz , B. ( 1987 ). Inelastic earthquake spectra . Earthquake Engineering and Structural Dynamics , 15 ( 1 ),
91 - 104 .
Elnashai , A.S. ( 1998 ). Use of real earthquake time -histories in analytical seismic assessment of structures. HM Nuclear Installations
Directorate (NII) Report.
Elnashai , A.S. and Papazoglou , A.J. ( 1997 ). Procedure and spectra for analysis of RC structures subjected to strong vertical earth-
quake loads. Journal of Earthquake Engineering , 1 ( 1 ), 121 - 155 .
Elnashai , A.S. , Bommer , J.J. , Baron , I. , Salama , A.I. and Lee , D. ( 1995 ). Selected Engineering Seismology and Structural Engineer-
ing Studies of the Hyogo-ken Nanbu (Kobe, Japan) Earthquake of 17 January 1995. Engineering Seismology and Earthquake
Engineering, Report No. ESEE/95-2, Imperial College, London, UK.
Esteva , L. and Villaverde , R. ( 1973 ). Seismic risk, design spectra and structural reliability . Proceedings of the 5th World Conference
on Earthquake Engineering, Rome, Italy, Vol. 2, pp. 2586 - 2596 .
Eurocode 8 (2004). Design provisions for earthquake resistance of structures. Part 1.3: General rules. Specifi c rules for various
materials and elements. European Communities for Standardisation, Brussels, Belgium.
Fajfar , P. ( 1995 ). Elastic and inelastic spectra . Proceedings of the 10th European Conference on Earthquake Engineering , 2,
1169 - 1178 .
Fajfar , P. ( 1998 ). Capacity spectrum method based on inelastic demand spectra . Report EE- 3/98 , IKPIR, Ljubljana, Slovenia.
Fernandez, J.A. (2007). Numerical Simulation of Earthquake Ground Motions in the Upper Mississippi Embayment. PhD Thesis,
School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USA.
Fernandez , J.A. and Rix , G.J. ( 2006 ). Soil attenuation relationships and seismic hazard analyses in the Upper Mississippi Embay-
ment. Proceedings of the 8th National Conference on Earthquake Engineering 8NCEE, San Francisco, CA, CD-ROM.
Frankel , A. , Mueller , C. , Barnhard , T. , Perkins , D. , Leyendecker , E.V. , Dickman , N. , Hanson , S. and Hopper , M. ( 1996 ). National
Seismic Hazard Maps: Documentation. OFR 96 - 532 , US Geological Survey .
Free , M.W. ( 1996 ) The Attenuation of Earthquake Strong -Motion in Intraplate Regions. PhD Thesis, Imperial College, London,
UK.
Freeman , S.A. ( 1998 ). The capacity spectrum method as a tool for seismic design . Proceedings of the 11th European Conference
on Earthquake Engineering, Paris, France, CD - ROM.
Frohlich , C. and Apperson , K.D. ( 1992 ). Earthquake focal mechanisms, moment tensors, and the consistency of seismic activity
near plate boundaries. Tectonics , 11 ( 2 ), 279 - 296 .
Fukushima , Y. , Gariel , J.C. and Tanaka , R. ( 1995 ). Site - dependent attenuation relations of seismic motion parameters at depth using
borehole data. Bulletin of the Seismological Society of America , 85 ( 6 ), 1790 - 1804 .
Gariel , J.C. , Archuleta , R.J. and Bouchon , M. ( 1990 ). Rupture process of an earthquake with kilometric size fault inferred from near
source records. Bulletin of the Seismological Society of America , 8 ( 2 ), 870 - 888 .
Gasparini , D.A. and Vanmarcke, E.H. (1976). Simulated earthquake motions compatible with prescribed response spectra. Depart-
ment of Civil Engineering, Research Report R76-4, Massachusetts Institute of Technology, Cambridge, MA, USA.
Search WWH ::




Custom Search