Effect Of Repeated Near Field Earthquake To The High-Rise Rc Building
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Ade Faisal, 2011. Influence of repeated earthquake on the seismic demand of inelastic structures, Final Presentation of Research Progress (Ph.D Thesis), School of Civil Engineering, Universiti Sains Malaysia, Pulau Pinang, Malaysia
Al-Ali, A.K.A. and H. Krawinkler, 1998. Effects of vertical irregularities on seismic behavior of buildings structures, Report No. 130, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford
Alavi, B. and H. Krawinkler, 2004. Behavior of moment resisting frame structures subjected to near-fault ground motions. Earthquake Engineering and Structural Dynamics, 33(6): 687-706.
Amadio, C., M. Fragiacomo and S. Rajgelj, 2003. The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. Earthquake Engineering and Structural Dynamics, 32: 291-308.
ASCE, 2006. Minimum design loads for buildings and other structures, ASCE Standard No. 007-05, American Society of Civil Engineers, Reston, VA
ASCE, 2006. Seismic rehabilitation of existing buildings, ASCE Standard No. 045-06, American Society of Civil Engineers, Reston, VA
Baker, J.W., 2007. Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of Seismological Society of America, 97(5): 1486-1501.
Blume, J.A., 1968. Dynamic Characteristics of multi-storey buildings. Journal of Structural Engineering ASCE, 120(4): 1240-1254
Carr, A.J., 2008. RUAUMOKO inelastic dynamic analysis program. Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
CEN, 2003. Eurocode 8: Design of Structures for earthquake resistance. Part 1: General rules seismic actions and rules for buildings. Final Draft prEN 1998. European Committee for Standardization. Brussels
Chopra, A.K. and C. Chitanapakdee, 2004. Inelastic deformation ratios for design and evaluation of structures: single degree of freedom bilinear systems. Journal of Structural Engineering, 130(9): 1309-1319.
Chopra, A.K. and R.K. Goel, 2002. A modal pushover analysis procedure for estimating seismic demands for buildings. Engineering and Structural Dynamics, 31(3): 561-582.
Elnashai, A.S., L.D. Sarno, 2008. Fundamental of Earthquake Engineering. West Sussex: John Willey & Sons Ltd.
FEMA, 2000. NEHRP recommended provisions for seismic regulations for new buildings and other structures, 2000 edition, Part1: Provisions, FEMA 368, Buildings Seismic Safety Council for Federal Emergency Management Agency, Washington D.C.
FEMA, 2009. Quantification of building seismic performance factors, 2009 edition, FEMA P-695, Applied Technology Council (ATC), Redwood City
Hall, J.F., 2005. Problems encountered from the use (or misuse) of Rayleigh Damping. Earthquake Engineering Structural Dynamic, 35(5): 525-545.
Haselton, C.B., A.B. Liel, S.T. Lange, & G.G. Deierlein, 2007. Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings, Report No. 2007/03, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley
Haselton, C.B., A.B. Liel, S.T. Lange, G.G. Deierlein, 2009. Simulating structural collapse due to earthquakes: model idealization, model calibration and numerical solution algorithms: In: ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 22-24 June 2009, Rhodes, Greece.
Hatzigeorgiou, G.D. and A.A. Liolios, 2010. Nonlinear behavior of RC frames under repeated strong ground motions, in press.
Hatzigeorgiou, G.D. and D.E. Beskos, 2009. Inelastic displacements ratios for SDOF structures subjected to repeated earthquakes. Engineering Structures, 31: 2744-55.
Hatzigeorgiou, G.D., 2010. Ductility demand spectra for multiple near- and far-field earthquakes. Soil Dynamics Earthquake Engineering, 30: 170-83.
Ibarra, L., R.A. Medina and H. Krawinkler, 2006. Hysteresis model that incorporate strength and stiffness deterioration. Earthquake Engineering Structural Dynamic, 34(12): 1489-511.
Ibarra, L.F. and H. Krawinkler, 2005. Global collapse of frame structures under seismic excitations, Report No. TR152, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford
Kalkan, E. and S.K. Kunnath, 2006. Effects of fling step and forward directivity on the seismic response of buildings. Earthquake Spectra, 22(2): 367-390
LESSLOSS, 2007. Guidelines for displacement-based design of buildings and bridges. Editor: Fardis, M. LESSLOSS report No. 2007/05. IUSS, Pavia.
Medina, R.A. and H. Krawinkler, 2003. Seismic demands for non-deteriorating frame structures and their dependence on ground motions. Report No. TR144, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford
Miranda, E. and C.J. Reyes, 2002. Approximate lateral drift demands in multistory buildings with nonuniform stiffness. Journal of Earthquake Engineering ASCE, 128(7): 840-849.
Miranda, E. and S. Taghavi, 2005. Approximate floor acceleration demands in multistory buildings with nonuniform stiffness. Journal of Earthquake Engineering ASCE, 131(2): 203-211.
Miranda, E., 1999. Approximate seismic lateral deformation demands in multistory buildings. Journal of Earthquake Engineering ASCE, 125(4): 417-425.
Miranda, E., 2000. Inelastic displacement ratios for structures on firm sites. Journal of Structural Engineering, 126(10): 1150-1159.
Nakashima, M., K. Ogawa and K. Inoue, 2002. Generic frame model for simulation of earthquake responses of steel frames. Earthquake Engineering and Structural Dynamics, 31: 671-692.
Panagiotakos, T.B. and M.N. Fardis, 2001. Deformations of reinforced concrete members at yielding and ultimate. ACI Structural Journal, 98(2): 135-148.
PEER, 2008. PEER NGA Database, available at http://peer.berkeley.edu/nga/.
Priestly, M.J.N., M. Calvi and M.J. Kowalsky, 2007. Displacement-based seismic design of structures, IUSS Press, Pavia.
Rodriguez-Marek, A. and J.D. Bray., 2006. Seismic site effects for near-fault forward directivity ground motions. Journal of Geotechnical and Geoenviromental Engineering ASCE, 132(12): 1611-1620.
Ruiz-Garcia, J. and E. Miranda, 2006. Evaluation of residual drift demands in regular multi-story frames for performance-based seismic assessment. Earthquake Engineering and Structural Dynamics, 35: 1609-1629.
Salomos, G., A. Pinto, S. Dimova, 2008. A review of the seismic zonation in national building codes in the context of Eurocode 8. EUR23563 EN-2008. Joint Research Centre, Ispra.
SAP2000, 2005. Analysis Reference Manual. Computers and Structures, Ins., Berkeley.
Sehhati, R., A. Rodriguez-Marek, M. ElGawady and W.F. Cofer, 2011. Effects of near-field ground motions and equivalent pulses on multi-story structures. Engineering Structures, 33(2011): 767-779. Seismosoft, 2007. SeismoSignal, available at: http://www.seismosoft.com/.
Shome, N., C.A. Cornell, P. Bazzuro, J.E. Carballo, 1998. Earthquake records and nonlinear MDOF responses. Earthquake Spectra, 14(3): 469-500.
Taranath, B.S., 2010. Reinforced concrete design of tall buildings, CRC Press, Boca Raton
Wood, S.L., 1992. Seismic response of R/C frame with irregular profiles. Journal of Structure and Earthquake Engineering ASCE, 118(2): 545-566.
Yi, W.J., H.Y. Zhang and S.K. Kunnath, 2007. Probabilistic constant-strength ductility demand spectra. Journal of Earthquake Engineering ASCE, 133(4): 740-75.
Zarein, F. and R.A. Medina, 2010. A practical method for proper modelling of structural damping in inelastic plane structural system. Computers and Structures, 88: 45-53.
Zarein, F., and H. Krawinkler, 2009. Simplified performance-based earthquake engineering. Report No. 169, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford.
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