Response Evaluation - Fundamentals of Earthquake Engineering - page 260

Erberik , M.A. and Elnashai , A.S. ( 2004 ). Fragility analysis of fl at - slab structures . Engineering Structures , 26 ( 7 ), 937 - 948 .
Fardis , M.N. ( 1994 ). Analysis and design of reinforced concrete buildings according to Eurocodes 2 and 8 . Confi guration 3, 5 and
6, Reports on Prenormative Research in Support of Eurocode 8.
Federal Emergency Management Agency (FEMA) (2004). NEHRP recommended provisions for seismic regulations for new build-
ings and other structures, Part 1 - Provisions. Report No. FEMA 450, Washington, DC, USA.
Gerin , M. and Adebar , P. ( 2004 ). Accounting for shear in seismic analysis of concrete structures . Proceedings of the 13th World
Conference on Earthquake Engineering, Vancouver, Canada, Paper no. 1747, CD- ROM .
Ghobarah , A. and Biddah , A. ( 1999 ). Dynamic analysis of reinforced concrete frames including joint shear deformation. Engineering
Structures , 21 ( 11 ), 971 - 987 .
Ghobarah , A. , Abou - Elfath , H. and Biddah , A. ( 1999 ). Response - based damage assessment of structures . Earthquake Engineering
and Structural Dynamics , 58 ( 1 ), 79 - 104 .
Goel , R.K. and Chopra , A.K. ( 1997 ). Period formulas for moment - resisting frame building . Journal of Structural Engineering, ASCE ,
123 ( 11 ), 1454 - 1461 .
Goel , R.K. and Chopra , A.K. ( 1998 ). Period formulas for concrete shear wall buildings . Journal of Structural Engineering, ASCE ,
124 ( 4 ), 426 - 433 .
Goel , R.K. and Chopra , A.K. ( 2004 ). Evaluation of modal and FEMA pushover analyses: SAC buildings . Earthquake Spectra , 20 ( 1 ),
225 - 254 .
Gulkan , P. and Sozen , M.A. ( 1974 ). Inelastic responses of reinforced concrete structures to earthquake motions . ACI Journal , 71 ( 12 ),
604 - 610 .
Gupta , A. and Krawinler , H. ( 2000 ). Estimation of seismic drift demands for frame structures . Earthquake Engineering and Structural
Dynamics , 29 ( 9 ), 1287 - 1305 .
Gupta , B. and Kunnath , S.K. ( 2000 ). Adaptive spectra -based pushover procedure for seismic evaluation of structures. Earthquake
Spectra , 16 ( 2 ), 367 - 391 .
Hilber , H.M. , Hughes , T.J.R. and Taylor, R.L. (1977). Improved numerical dissipation for time integration algorithms in structural
dynamics . Earthquake Engineering and Structural Dynamics , 5 ( 3 ), 283 - 292 .
Kappos , A.J. ( 1997 ). Seismic damage indices for R/C buildings: Evaluation of concepts and procedures . Progress in Structural
Engineering and Materials , 1 ( 1 ), 78 - 87 .
Kappos , A.S. , Paraskeva , T.S. and Sextos, A.G. (2005). Modal pushover analysis as a means for the seismic assessment of bridge
structures. Proceedings of the 4th European Workshop the Seismic Behaviour of Irregular and Complex Structures, Thessaloniki,
Greece, Paper No. 49.
Karayannis , C.G. , Izzuddin , B.A. and Elnashai , A.S. ( 1994 ). Application of adaptive analysis to reinforced concrete frames. Journal
of Structural Engineering, ASCE , 120 ( 10 ), 2935 - 2957 .
Kim , K.O. ( 1993 ). A review of mass matrices for eigenproblems . Computers & Structures , 46 ( 6 ), 1041 - 1048 .
Kowalski , M.J. , Priestley , M.J.N. and MacRae , G.A. ( 1995 ). Displacement - based design of RC bridge columns in seismic regions.
Earthquake Engineering and Structural Dynamics , 24 ( 12 ), 1623 - 1643 .
Krawinkler , H. and Seneviratna , G.D.P.K. ( 1998 ). Pros and cons of a pushover analysis of seismic performance evaluation . Engi-
neering Structures , 20 ( 4 - 6 ), 452 - 464 .
Krawinkler , H. , Medina , R. and Alavi, B. (2003). Seismic drift and ductility demands and their dependance on ground motions.
Engineering Structures , 25 ( 5 ), 637 - 653 .
Kwon , O.H. and Elnashai , A.S. ( 2006 ). Analytical seismic assessment of highway bridges with soil - structure interaction . Proceedings
of the 4th International Conference on Earthquake Engineering, Taipei, Taiwan, Paper No. 142.
Ibarra , L.F , Medina , R.A. and Krawinkler , H. ( 2005 ). Hysteretic models that incorporate strength and stiffness deterioration. Earth-
quake Engineering and Structural Dynamics , 34 ( 12 ), 1489 - 1511 .
International Organization for Standardization (ISO) (1998). General Principles on Reliability for Structures. Document N. ISO/FDIS
2394, Final Draft.
Izzuddin , B.A. ( 1991 ). Nonlinear Dynamic Analysis of Framed Structures . PhD Thesis, Department of Civil and Environmental
Engineering, Imperial College, London, UK.
Izzuddin , B.A. and Elnashai , A.S. ( 1993 ). Eulerian formulation for large -displacement analysis of space frames. Journal of Engineer-
ing Mechanics, ASCE , 119 ( 3 ), 549 - 569 .
Jain , S.K. ( 1983 ). Analytical models for the dynamics of buildings . Earthquake Engineering Research Laboratory, Report No. EERL
83-02, California Institute of Technology, Pasadena, CA, USA.
Jeong , S.H. and Elnashai , A.S. ( 2005 ). Analytical assessment of an irregular RC frame for full - scale pseudo - dynamic testing. Part
I: Analytical model verifi cation. Journal of Earthquake Engineering , 9 ( 1 ), 95 - 128 .
Joint Committee on Structural Safety (JCSS) ( 2001 ). Assessment of Existing Structures . JCSS - RILEM Publication , Cachan,
France .
Madas , P.J. and Elnashai , A.S. ( 1992a ). A new passive confi nement model for transient analysis of reinforced concrete structures.
Earthquake Engineering and Structural Dynamics , 21 ( 5 ), 409 - 431 .
Madas , P.J. and Elnashai , A.S. ( 1992b ). A component - based model for beam -column connections. Proceedings of the 10th World
Conference on Earthquake Engineering, Spain, Vol. 8, pp. 4495 - 4499 .
Mainstone , R.J. ( 1974 ). Supplementary note on the stiffness and strength of infi lled frames. Current Paper CP 13/74, Building
Research Station Garston, Watford, UK.