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008 980303s1997 ne b 100 0 eng d
020 _a9054109289
040 _aQCE
_cQCE
_dOCL
_dTXA
_dCIN
041 0 _aeng
049 _aBAUN_MERKEZ
050 0 4 _aTA658.44
_b.I584 1997
111 2 _aInternational Workshop on Seismic Design Methodologies for the Next Generation of Codes
_d(1997 :
_cBled Slovenia)
245 1 0 _aSeismic design methodologies for the next generation of codes :
_bproceedings of the International Workshop on Seismic Design Methodologies for the Next Generation of Codes, Bled, Slovenia, 24-27 June 1997 /
_ceditors Peter Fajfar, Helmut Krawinkler
264 1 _aRotterdam ;
_aBrookfield :
_bA.A. Balkema,
_c1997.
300 _axxiv, 411 pages :
_billustrations ;
_c26 cm
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
504 _aIncludes bibliographical references and index
505 0 0 _tContents
_tPreface
_tList of participants
_tResolutions
_tConclusions and recommendations
_tPerformance-based seismic engineering: A critical review of proposed guidelines
_r/ V. V. Bertero
_tDefining performance objectives
_r/ R. O. Hamburger
_tOpportunities and challenges - Development of performance-sensitive engineering
_r/ J. O. Jirsa
_tResearch issues in performance based seismic engineering
_r/ H. Krawinkler
_tDevelopment of performance-based design methodology in Japan
_r/ S. Otani
_tOpportunities and pitfalls of performance based seismic engineering
_r/ C. D. Poland, D. B. Hom
_tInternational comparisons of concrete element strength requirements in seismic codes
_r/ E. D. Booth
_tSeismic design with vertical earthquake motion
_r/ A. S. Elnashai
_tSeismic detailing of reinforced concrete structures and performance-based codes
_r/ S. K. Ghosh
_tUncertainties associated with ductility performance of steel building structures
_r/ M. Nakashima
_tThe improvement of the seismic-resistant design for existing and new structures using damage concept
_r/ E. Cosenza, G. Manfredi
_tExtreme of structural characteristic factor to reduce seismic forces due to energy absorbing capacity
_r/ Y. Ishiyama, T. Asari
_tSeismic damage evaluation treated as a low-cycle fatigue process
_r/ W. B. Kratzig, K. Meskouris
_tEvaluation of seismic performance parameters
_r/ H. S. Lew
_tA deformation-based seismic design procedure for structural wall buildings
_r/ H. Bachmann, A. Dazio
_tConcepts and procedures for direct displacement-based design and assessment
_r/ M. J. N. Priestley, G. M. Calvi
_tA simplified nonlinear method for seismic damage analysis of structures
_r/ P. Fajfar, P. Gaspersic, D. Drobnic
_tDisplacement-based design of RC buildings: Proposed approach and application
_r/ M. N. Fardis, T. B. Panagiotakos
_tPerformance level criteria and evaluation
_r/ A. Ghobarah, N. M. Aly, M. El-Attar
_tDevelopment of application of a displacement-based design approach for moment-resisting frame structures
_r/ A. C. Heidebrecht, N. D. Naumoski
_tPartial inelastic analysis procedure for optimum capacity design of R/C buildings
_r/ A. J. Kappos
_tA simple approach for evaluating performance levels of moment-resisting steel frames
_r/ F. M. Mazzolani, V. Piluso
_tEstimation of maximum interstory drift demands in displacement-based design
_r/ E. Miranda
_tPerformance assessment for a reinforced concrete frame building
_r/ J. A. Browning, Y. R. Li, A. Lynn [and others]
_tInelastic analysis techniques in seismic evaluations
_r/ A. M. Reinhorn
_tA behaviour-based design approach to earthquake-induced torsion in ductile buildings
_r/ T. Paulay
_tOn the seismic performance of yielding asymmetric multistorey buildings: A review and a case study
_r/ A. Rutenberg, M. De Stefano
_tSeismic response of asymmetrical buildings using pushover analysis
_r/ W. K. Tso, A. S. Moghadam
_tSeismic resistance verification of masonry buildings: Following the new trends
_r/ M. Tomazevic
_tMasonry infilled frames as an effective structural sub-assemblage
_r/ R. Zarnic, S. Gostic
_tSeismic analysis of viaduct structures - Which method to choose?
_r/ M. Fischinger, T. Isakovic, P. Fajfar
_tEffect of foundation interaction on reduction factor of RC piers
_r/ K. Hirao, T. Sawada, Y. Nariyuki [and others]
_tThe 1996 Japanese seismic design specifications of highway bridges and the performance based design
_r/ K. Kawashima
_tA displacement-based design approach for seismically isolated bridges
_r/ E. Anderson, S. A. Mahin
_tPerformance-based design of seismic restrainers for simply-supported bridges
_r/ M. S. Saiidi, E. M. Maragakis, T. Isakovic [and others]
_tNotes on definitions of overstrength factors
_r/ P. Fajfar, T. Paulay
_tAuthor index
650 0 _aEarthquake resistant design
_vCongresses
650 0 _aEarthquake engineering
_vCongresses
_93075
650 0 _aBuilding laws
_94115
700 1 _aFajfar, P.
_q(Peter)
_9124131
_etrl
700 1 _aKrawinkler, Helmut
_9124132
_etrl
942 _2lcc
_cKT
999 _c9011
_d9011