Comportement des piles de ponts sous l'effet multidirectionnel des mouvements sismiques

Keywords

Humanities, Art

References

• RECOMMENDED LRFD GUIDELINES FOR THE SEISMIC DESIGN OF HIGHWAY BRIDGESRonald L. Mayes, Ian M. Friedland — 2002
• Seismic design for nuclear power plantsRobert J. Hansen — 1970
• Approximate Design for Multicomponent EarthquakesEmilio Rosenbluéth, Humberto Contreras — 1977
• Calibration of Design Code for Buildings (ACI 318): Part 1—Statistical Models for ResistanceAndrzej S. Nowak, Maria M. Szerszeń — 2003
• Evaluation of combination rules for maximum response calculation in multicomponent seismic analysisOscar A. López, Anil K. Chopra, Julio J. Hernández — 2001
• Theoretical stress strain model for confined concreteJ.B. Mander, M. J. N. Priestley, R. Park — 1988
• Structural Modeling and Experimental TechniquesHarry G. Harris, Gajanan M. Sabnis — 1999
• Seismic Design and Retrofit of BridgesJoseph P. Nicoletti — 1996
• A Clarification of the Orthogonal Effects in a Three-Dimensional Seismic AnalysisEdward L. Wilson, Iqbal Suharwardy, Ashraf Habibullah — 1995
• Compatible ground-motion time histories for new national seismic hazard mapsGail M. Atkinson, Igor A. Beresnev — 1998
• Orthogonal Effects in Seismic Analysis of Skewed BridgesShervin Maleki, Vahid Bisadi — 2006
• Overview of seismic provisions of the proposed 2005 edition of the National Building Code of CanadaArthur C. Heidebrecht — 2003
• Discussion of “A Replacement for the 30%, 40%, and SRSS Rules for Multicomponent Seismic Analysis” by Charles Menun and Armen Der KiureghianJulio J. Hernández, Oscar A. López — 1998
• Response Spectra for Multicomponent Structural AnalysisOscar A López, Julio J. Hernández, Ruy S. Bonilla — 2006
• Modal combination rules for multicomponent earthquake excitationWiggo Smeby, Armen Der Kiureghian — 1985
• Design of column sections subjected to three components of earthquakeAnkita Gupta, Manendra Singh — 1977
• The critical angle of seismic incidence and the maximum structural responseOscar A. López, Ronald Torres — 1997
• Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motionsAmar Khaled, Robert Tremblay, Bruno Massicotte — 2011
• CHARACTERISTICS OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONSJoseph Penzien, Makoto Watabe — 1974
• SEISMIC PERFORMANCE OF CIRCULAR COLUMNS WITH LOW LONGITUDINAL REINFORCEMENT RATIOSM. J. N. Priestley, Gianmario Benzoni — 1996

Cited by

• Adaptation of a new material nonlinearity rheological model for a RC cantilever subjected to a biaxial earthquake excitationBelhadj Ahmed Fouad, Belhadj Fatma Zohra, Mohamed Chabaat — 2019

Related papers

No related papers recorded.