Numerical Model: Simplified Strategies for Vulnerability Seismic Assessment of Existing Structures

[1]  J. Mazars,et al.  Using multifiber beams to account for shear and torsion: Applications to concrete structural elements , 2006 .

[2]  Manolis Papadrakakis,et al.  A 3D fibre beam-column element with shear modelling for the inelastic analysis of steel structures , 2010 .

[3]  R. Nova,et al.  Settlements of shallow foundations on sand , 1991 .

[4]  Pierre Pegon,et al.  Application of the local-to-global approach to the study of infilled frame structures under seismic loading , 2000 .

[5]  Panagiotis Kotronis,et al.  A new modelling strategy for the behaviour of shear walls under dynamic loading , 2002 .

[6]  Sashi K. Kunnath,et al.  Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures , 2006 .

[7]  Michael P. Collins,et al.  TOWARDS A RATIONAL THEORY FOR RC MEMBERS IN SHEAR , 1978 .

[8]  Cédric Desprez.  Analyse et Réduction de la Vulnérabilité Sismique des Structures Existantes : Renforcement par Collage de Tissus de Fibres de Carbone (TFC) , 2010 .

[9]  E. Absi.  LA THEORIE DES EQUIVALENCES ET SON APPLICATION A L'ETUDE DES OUVRAGES D'ART. , 1972 .

[10]  Alain Pecker,et al.  A macroelement formulation for shallow foundations on cohesive and frictional soils , 2011 .

[11]  Panagiotis Kotronis,et al.  Damage model for FRP-confined concrete columns under cyclic loading , 2013 .

[12]  Wael W. El-Dakhakhni,et al.  THREE-STRUT MODEL FOR CONCRETE MASONRY-INFILLED STEEL FRAMES , 2003 .

[13]  Jacky Mazars,et al.  Numerical modelling for earthquake engineering: the case of lightly RC structural walls , 2004 .

[14]  Panagiotis Kotronis,et al.  A macro-element to simulate dynamic Soil-Structure Interaction , 2009 .

[15]  W. Ritter,et al.  Die Bauweise Hennebique , 1904 .

[16]  Panagiotis Kotronis,et al.  A macro-element for a shallow foundation to simulate Soil–Structure Interaction considering uplift , 2008 .

[17]  Nicolae Ile,et al.  NONLINEAR ANALYSIS OF REINFORCED CONCRETE SHEAR WALL UNDER EARTHQUAKE LOADING , 2000 .

[18]  Guido Gottardi,et al.  Plastic response of circular footings on sand under general planar loading , 1999 .

[19]  Panagiotis Kotronis,et al.  Full‐scale dynamic response of an RC building under weak seismic motions using earthquake recordings, ambient vibrations and modelling , 2007, 0710.1205.

[20]  T. Hsu.  SOFTENED TRUSS MODEL THEORY FOR SHEAR AND TORSION , 1988 .

[21]  Rui Pinho,et al.  ADVANTAGES AND LIMITATIONS OF ADAPTIVE AND NON-ADAPTIVE FORCE-BASED PUSHOVER PROCEDURES , 2004 .

[22]  Paola Ceresa,et al.  Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art , 2007 .

[23]  Panagiotis Kotronis,et al.  Stratégies de Modélisation de Structures en Béton Soumises à des Chargements Sévères , 2008 .

[24]  B. S. Smith,et al.  Lateral Stiffness of Infilled Frames , 1962 .

[25]  Panagiotis Kotronis,et al.  SIMPLIFIED MODELLING STRATEGIES TO SIMULATE THE DYNAMIC BEHAVIOUR OF R/C WALLS , 2005 .

[26]  Alain Pecker,et al.  Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities , 2001 .

[27]  Anil K. Chopra,et al.  A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .

[28]  Charisis Chatzigogos,et al.  Macroelement modeling of shallow foundations , 2008, 0802.0425.

[29]  René Tinawi,et al.  Comportement d'un cadre rempli soumis à un chargement cyclique: modélisation pour une analyse dynamique non linéaire , 1991 .

[30]  Enrico Spacone,et al.  FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .

[31]  Alain Pecker,et al.  MODELLING OF NONLINEAR DYNAMIC BEHAVIOUR OF A SHALLOW STRIP FOUNDATION WITH MACRO-ELEMENT , 2002 .

[32]  Panagiotis Kotronis,et al.  A simplified modelling strategy for R/C walls satisfying PS92 and EC8 design , 2005 .

[33]  J. Mazars,et al.  The equivalent reinforced concrete model for simulating the behavior of walls under dynamic shear loading , 2003 .

[34]  Marco Petrangeli,et al.  Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory , 1999 .

[35]  Panagiotis Kotronis,et al.  A macro-element for a circular foundation to simulate 3D soil–structure interaction , 2008 .

[36]  Cécile Cornou,et al.  Calibrating Median and Uncertainty Estimates for a Practical Use of Empirical Green’s Functions Technique , 2008 .

[37]  J. L. Dawe,et al.  Behaviour of masonry infilled steel frames , 1989 .

[38]  Panagiotis Kotronis,et al.  The effects of Soil-Structure Interaction on a reinforced concrete viaduct , 2011 .

[39]  Panagiotis Kotronis,et al.  A macro-element to simulate 3D soil–structure interaction considering plasticity and uplift , 2009 .

[40]  P. Mouroux,et al.  Risk-Ue Project: An Advanced Approach to Earthquake Risk Scenarios With Application to Different European Towns , 2008 .

[41]  J. Gamond,et al.  The Belledonne Border Fault: identification of an active seismic strike‐slip fault in the western Alps , 2003 .

[42]  Panagiotis Kotronis,et al.  Numerical modelling of the seismic behaviour of a 7-story building: NEES benchmark , 2009 .