Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities

[1]  Stavros A. Anagnostopoulos,et al.  An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion , 2009 .

[2]  Mauricio Sánchez-Silva,et al.  11th European Conference on Earthquake Engineering , 1994 .

[3]  Michael H. Scott,et al.  Plastic Hinge Integration Methods for Force-Based Beam¿Column Elements , 2006 .

[4]  Pier Paolo Rossi,et al.  An accurate strength amplification factor for the design of SDOF systems with P–Δ effects , 2014 .

[5]  Aurelio Ghersi,et al.  On the evaluation of seismic response of structures by nonlinear static methods , 2009 .

[6]  Peter Fajfar,et al.  THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .

[7]  Peter Fajfar,et al.  The extended N2 method considering higher mode effects in both plan and elevation , 2012, Bulletin of Earthquake Engineering.

[8]  T. Makarios,et al.  Real and fictitious elastic axes of multi-storey buildings: theory , 1998 .

[9]  M. Menegotto.  Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .

[10]  Giorgio Monti,et al.  Seismic behavior of single‐story asymmetric‐plan buildings under uniaxial excitation , 2009 .

[11]  M. De Stefano,et al.  Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures , 2012, Bulletin of Earthquake Engineering.

[12]  Melina Bosco,et al.  Design method and behavior factor for steel frames with buckling restrained braces , 2013 .

[13]  Kenji Fujii,et al.  Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses , 2014, Bulletin of Earthquake Engineering.

[14]  Aurelio Ghersi,et al.  Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions , 2012 .

[15]  Anil K. Chopra,et al.  Extension of Modal Pushover Analysis to Compute Member Forces , 2005 .

[16]  Peter Fajfar,et al.  Capacity spectrum method based on inelastic demand spectra , 1999 .

[17]  G. Oliveto,et al.  Ultimate Strength Domain of Reinforced Concrete Sections under Biaxial Bending and Axial Load , 2013 .

[18]  Stavros A. Anagnostopoulos,et al.  Inelastic torsion of multistorey buildings under earthquake excitations , 2005 .

[19]  Marco Tanganelli,et al.  On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: a case study , 2013, Bulletin of Earthquake Engineering.

[20]  A W Beeby,et al.  CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .

[21]  Stavros A. Anagnostopoulos,et al.  Inelastic earthquake response of single‐story asymmetric buildings: an assessment of simplified shear‐beam models , 2003 .

[22]  Mario De Stefano,et al.  Seismic Behaviour and Design of Irregular and Complex Civil Structures II , 2013 .

[23]  Tomaso Trombetti,et al.  Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems , 2013, Bulletin of Earthquake Engineering.

[24]  Triantafyllos Makarios.  Practical calculation of the torsional stiffness radius of multistorey tall buildings , 2008 .

[25]  Marco Tanganelli,et al.  Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures , 2014 .

[26]  Roberto Scotta,et al.  Validation and improvement of N1 method for pushover analysis , 2013 .

[27]  Qiang Xie,et al.  State of the art of buckling-restrained braces in Asia , 2005 .

[28]  Peter Fajfar,et al.  On the inelastic seismic response of asymmetric buildings under bi-axial excitation , 2005 .

[29]  Aurelio Ghersi,et al.  Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings , 2007 .

[30]  Kenji Fujii,et al.  Nonlinear Static Procedure for Multi-Story Asymmetric Frame Buildings Considering Bi-Directional Excitation , 2011 .

[31]  Pier Paolo Rossi,et al.  An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings , 2013, Bulletin of Earthquake Engineering.

[32]  Pier Paolo Rossi,et al.  Importance of Isotropic Hardening in the Modeling of Buckling Restrained Braces , 2015 .

[33]  Amr S. Elnashai,et al.  Static pushover versus dynamic collapse analysis of RC buildings , 2001 .

[34]  Diego Lopez-Garcia,et al.  Bidirectional pushover analysis of irregular structures , 2013 .

[35]  James O. Jirsa,et al.  Behavior of concrete under compressive loadings , 1969 .

[36]  Aurelio Ghersi,et al.  Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study , 2013 .

[37]  M. Fardis,et al.  Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .

[38]  Zila Rinaldi,et al.  Static vs. Modal Analysis of Asymmetric Buildings: Effectiveness of Dynamic Eccentricity Formulations , 2002 .

[39]  Andrea Dall'Asta,et al.  Elastoplastic model for steel buckling-restrained braces , 2012 .

[40]  Rui Pinho,et al.  Using nonlinear static procedures for seismic assessment of the 3D irregular SPEAR building , 2010 .

[41]  Aurelio Ghersi,et al.  Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings , 2016 .

[42]  Mario De Stefano,et al.  Predicting torsion-induced lateral displacements for pushover analysis: Influence of torsional system characteristics , 2010 .

[43]  Asimina Athanatopoulou,et al.  Invariant torsion properties of multistorey asymmetric buildings , 2008 .

[44]  Mervyn J. Kowalsky,et al.  Displacement-based seismic design of structures , 2007 .

[45]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

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

[47]  Iztok Peruš,et al.  TORSIONAL EFFECTS IN THE PUSHOVER-BASED SEISMIC ANALYSIS OF BUILDINGS , 2005 .

[48]  Triantafyllos Makarios,et al.  Real and fictitious elastic axes of multi‐storey buildings: applications , 1998 .

[49]  Mario De Stefano,et al.  Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings , 2006 .

[50]  Sashi K. Kunnath,et al.  Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .

[51]  Michael H. Scott,et al.  Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames , 2010 .

[52]  Masanobu ShinozukaPrincipal Investigator.  Earthquake Engineering Research Center , 2014 .

[53]  Sashi K. Kunnath,et al.  Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures , 1997 .

[54]  Marco Di Ludovico,et al.  Nonlinear Analysis of Cross Sections under Axial Load and Biaxial Bending , 2010 .

[55]  Carlos Bhatt,et al.  The Extended Adaptive Capacity Spectrum Method for the Seismic Assessment of Plan-Asymmetric Buildings , 2014 .