Development of deformable connection for earthquake‐resistant buildings to reduce floor accelerations and force responses

[1]  Jack W. Baker,et al.  Conditional Mean Spectrum: Tool for Ground-Motion Selection , 2011 .

[2]  Robert E. Bachman,et al.  The Use of the Energy Dissipating Restraint for Seismic Hazard Mitigation , 1993 .

[3]  Matthew R. Eatherton,et al.  Self-Centering Buckling-Restrained Braces for Advanced Seismic Performance , 2011 .

[4]  James M. Ricles,et al.  Seismic Response and Performance of Buckling-Restrained Braced Frames , 2007 .

[5]  Francisco X. Flores,et al.  Assessment of floor accelerations in special steel moment frames , 2015 .

[6]  C. Tsai,et al.  TPEA Device as Seismic Damper for High-Rise Buildings , 1995 .

[7]  D. Piedrafita,et al.  A constitutive model for a novel modular all-steel buckling restrained brace , 2015 .

[8]  Samit Ray-Chaudhuri,et al.  Effect of Nonlinearity of Frame Buildings on Peak Horizontal Floor Acceleration , 2011 .

[9]  J. Enrique Luco,et al.  Control of the seismic response of a composite tall building modelled by two interconnected shear beams , 1998 .

[10]  Richard Sause,et al.  Development of a floor inertial force limiting anchorage system building seismic response , 2014 .

[11]  Andrew S. Whittaker,et al.  Performance of Seismic Isolation Hardware under Service and Seismic Loading , 2007 .

[12]  James M. Ricles,et al.  Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames , 2009 .

[13]  Richard Sause,et al.  Seismic Performance of a Large-Scale Steel Self-Centering Moment-Resisting Frame: MCE Hybrid Simulations and Quasi-Static Pushover Tests , 2013 .

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

[15]  James M. Kelly,et al.  Pacific Earthquake Engineering Research Center Analytical and Experimental Study of Fiber-Reinforced Elastomeric Isolators , 2003 .

[16]  Giorgio Monti,et al.  Inertial force-limiting anchorage system for seismic resistant building structures , 2015 .

[17]  Andrew S. Whittaker,et al.  Seismic performance assessment of base‐isolated safety‐related nuclear structures , 2010 .

[18]  Dimitrios Konstantinidis,et al.  Mechanics of Rubber Bearings for Seismic and Vibration Isolation , 2011 .

[19]  James M. Kelly,et al.  Hysteretic dampers for earthquake‐resistant structures , 1974 .

[20]  Chung-Che Chou,et al.  Development of cross-anchored dual-core self-centering braces for seismic resistance , 2014 .

[21]  David A. Roke,et al.  Damage-free seismic-resistant self-centering concentrically-braced frames , 2010 .

[22]  D. E. Key The sismic performance of energy absorbing dampers in building structures , 1984 .

[23]  Tzong-Shuoh Yang,et al.  Slotted Bolted Connection Energy Dissipators , 1993 .

[24]  Robert Tremblay,et al.  Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing , 2013 .

[25]  Richard Sause,et al.  Experimental Study of a Self-Centering Beam–Column Connection with Bottom Flange Friction Device , 2009 .

[26]  Nicos Makris,et al.  Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces , 2004 .

[27]  Keh‐Chyuan Tsai,et al.  Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction , 1993 .

[28]  José I. Restrepo,et al.  Earthquake‐induced floor horizontal accelerations in buildings , 2002 .

[29]  P. B Lindley,et al.  Engineering design with natural rubber , 1968 .

[30]  X. Cahís,et al.  A new modular buckling restrained brace for seismic resistant buildings , 2013 .

[31]  Thalia Anagnos,et al.  Slotted Bolted Connections in Aseismic Design for Concentrically Braced Connections , 1989 .

[32]  T. T. Soong,et al.  Behavior of Metallic Plate Dampers in Seismic Passive Energy Dissipation Systems , 1995 .

[33]  Chung-Che Chou,et al.  Development of Steel Dual-Core Self-Centering Braces: Quasi-Static Cyclic Tests and Finite Element Analyses , 2015 .

[34]  José I. Restrepo,et al.  Seismic Design Forces for Rigid Floor Diaphragms in Precast Concrete Building Structures , 2007 .

[35]  Chia-Ming Uang,et al.  Using Buckling-Restrained Braces on Long-Span Bridges. I: Full-Scale Testing and Design Implications , 2016 .

[36]  W. J. Cousins,et al.  Improvements to lead-extrusion damper technology , 1993 .

[37]  Avtar Singh Pall Limited slip bolted joints : a device to control the seismic response of large panel structures , 1979 .

[38]  Tsung-Han Wu,et al.  Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace , 2016 .

[39]  Lydell Wiebe,et al.  Mitigation of Higher Mode Effects in Base-Rocking Systems by Using Multiple Rocking Sections , 2009 .

[40]  Robert B. Fleischman,et al.  Dynamic behavior of perimeter lateral‐system structures with flexible diaphragms , 2001 .