Application of Hybrid Simulation to Fragility Assessment of Self-centering Energy Dissipative (SCED) Bracing System

[1]  Hyunhoon Choi,et al.  Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05 , 2011 .

[2]  Billie F. Spencer,et al.  Model-Based Feedforward-Feedback Actuator Control for Real-Time Hybrid Simulation , 2013 .

[3]  Sheng-Lin Lin,et al.  An integrated earthquake impact assessment system , 2011 .

[4]  N. Null.  Seismic Rehabilitation of Existing Buildings , 2007 .

[5]  Shuenn-Yih Chang,et al.  A family of explicit algorithms for general pseudodynamic testing , 2011 .

[6]  M. ElGawady,et al.  Seismic Behavior of Self-Centering Precast Segmental Bridge Bents , 2011 .

[7]  Tao Wang,et al.  Collapse simulation of a four‐story steel moment frame by a distributed online hybrid test , 2008 .

[8]  James M. Ricles,et al.  Seismic Performance Evaluation of a Large-Scale Composite MRF Using Pseudodynamic Testing , 2008 .

[9]  Stefano Pampanin,et al.  TOWARDS PERFORMANCE-BASED SEISMIC DESIGN OF MDOF STRUCTURES WITH EXPLICIT CONSIDERATION OF RESIDUAL DEFORMATIONS , 2004 .

[10]  Amr S. Elnashai,et al.  TECHNICAL NOTE A FRAMEWORK FOR MULTI-SITE DISTRIBUTED SIMULATION AND APPLICATION TO COMPLEX STRUCTURAL SYSTEMS , 2005 .

[11]  Zhaoshuo Jiang,et al.  Experimental Verification of an MR Damper Controlled Highway Bridge , 2010 .

[12]  Robert Tremblay,et al.  Real-Time Dynamic Substructuring Testing of a Bridge Equipped with Friction-Based Seismic Isolators , 2012 .

[13]  Chris Poland,et al.  Performance based seismic engineering of buildings : final report , 1995 .

[14]  James M. Ricles,et al.  Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation , 2011 .

[15]  Billie F. Spencer,et al.  A framework for distributed analytical and hybrid simulations , 2008 .

[16]  M. V. Sivaselvan,et al.  Hybrid Seismic Response Simulation on a Geographically Distributed Bridge Model , 2008 .

[17]  Bozidar Stojadinovic,et al.  Implementation and Accuracy of Continuous Hybrid Simulation with Geographically Distributed Substructures , 2005 .

[18]  Nick Gregor,et al.  NGA Project Strong-Motion Database , 2008 .

[19]  Juan E. Carrion,et al.  Real-time hybrid simulation for structural control performance assessment , 2009 .

[20]  Richard Sause,et al.  An overview of self-centering steel moment frames , 2009 .

[21]  Stephen A. Mahin,et al.  Model for Cyclic Inelastic Buckling of Steel Braces , 2008 .

[22]  Richard Christenson,et al.  Large-Scale Experimental Verification of Semiactive Control through Real-Time Hybrid Simulation , 2008 .

[23]  Giampiero Orsini.  A Model for Buildings' Vulnerability Assessment Using the Parameterless Scale of Seismic Intensity (PSI) , 1999 .

[24]  Stefano Pampanin.  Controversial aspects in seismic assessment and retrofit of structures in modern times: understanding and implementing lessons from ancient heritage , 2006 .

[25]  John C. Wilson,et al.  Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review , 2005 .

[26]  Erik A. Johnson,et al.  Real-time hybrid simulation using the convolution integral method , 2011 .

[27]  R. Barrón-Corvera.  Spectral evaluation of seismic fragility of structures , 2001 .

[28]  James M. Ricles,et al.  Analysis of actuator delay compensation methods for real-time testing , 2009 .

[29]  Motohiko Hakuno,et al.  DYNAMIC DESTRUCTIVE TEST OF A CANTILEVER BEAM, CONTROLLED BY AN ANALOG-COMPUTER , 1969 .

[30]  James M. Ricles,et al.  Evaluation of Structural Control Strategies for Improving Seismic Performance of Buildings with MR Dampers Using Real-Time Large-Scale Hybrid Simulation , 2010 .

[31]  Khalid M. Mosalam,et al.  Seismic Fragility of LRC Frames with and without Masonry Infill Walls , 1997 .

[32]  Constantin Christopoulos,et al.  Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces , 2008 .

[33]  Qiang Wang,et al.  Real-time dynamic hybrid testing for soil–structure interaction analysis , 2011 .

[34]  Andre Filiatrault,et al.  Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .

[35]  Robert Tremblay,et al.  Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace , 2015 .

[36]  Amr S. Elnashai,et al.  Probabilistic Seismic Assessment of Structure, Foundation and Soil Interacting Systems , 2007 .

[37]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[38]  Helmut Krawinkler,et al.  HYBRID SIMULATION TESTING OF A CONTROLLED ROCKING STEEL BRACED FRAME SYSTEM , 2010 .

[39]  Richard Sause,et al.  Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices , 2009 .

[40]  Eungsoo Kim,et al.  Evaluation of building period formulas for seismic design , 2010 .

[41]  Amr S. Elnashai,et al.  Hybrid distributed simulation of a bridge-foundation-soil interacting system , 2008 .

[42]  J. McCormick,et al.  PERMISSIBLE RESIDUAL DEFORMATION LEVELS FOR BUILDING STRUCTURES CONSIDERING BOTH SAFETY AND HUMAN ELEMENTS , 2008 .

[43]  T. Rossettoa,et al.  Derivation of vulnerability functions for European-type RC structures based on observational data , 2003 .

[44]  Hyunhoon Choi,et al.  Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy Dissipative Braces, Buckling Restrained Braced and Moment Resisting Frames , 2008 .

[45]  Stephen A. Mahin,et al.  Computer Controlled Seismic Performance Testing , 1980 .

[46]  Jack P. Moehle,et al.  Hybrid simulation of a zipper-braced steel frame under earthquake excitation , 2009 .

[47]  Marios K. Chryssanthopoulos,et al.  Probabilistic evaluation of behaviour factors in EC8-designed R/C frames , 2000 .

[48]  James M. Ricles,et al.  Experimental Studies on Real-Time Testing of Structures with Elastomeric Dampers , 2009 .

[49]  Andreas Stavridis,et al.  Hybrid testing and modeling of a suspended zipper steel frame , 2009 .

[50]  Robert Tremblay,et al.  Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation , 2008 .

[51]  F. Charney.  Unintended Consequences of Modeling Damping in Structures , 2008 .

[52]  Robert Tremblay,et al.  Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame , 2013 .

[53]  Pierre Pegon,et al.  α-Operator splitting time integration technique for pseudodynamic testing error propagation analysis , 1997 .

[54]  C. Christopoulos,et al.  Performance Assessment of the Self Centering Energy Dissipative ( SCED ) Bracing System using Hybrid Simulation , 2012 .