Next Generation Structural Technologies : Implementing High Force-To-Volume Energy Absorbers

..................................................................................................................................... i Acknowledgements ................................................................................................................ iii List of Figures .......................................................................................................................... ix List of Tables .......................................................................................................................... xv Chapter 1: Introduction ........................................................................................................ 1 1.1. Objective and Scope .................................................................................................... 9 1.2. Chapter Overview ..................................................................................................... 10 1.3. Summary ................................................................................................................... 11 Chapter 2: Device Design And Development .................................................................... 13 2.

[1]  Richard Sause,et al.  Behavior and Design of Posttensioned Steel Frame Systems , 2007 .

[2]  John B. Mander,et al.  Spectral analysis and design approach for high force‐to‐volume extrusion damper‐based structural energy dissipation , 2008 .

[3]  John B. Mander.  Beyond ductility: The quest goes on , 2004 .

[4]  Rajesh P. Dhakal,et al.  Bidirectional Cyclic Loading Experiment on a 3D Beam–Column Joint Designed for Damage Avoidance , 2008 .

[5]  Sri Sritharan,et al.  Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .

[6]  Peter H. Stauffer,et al.  Major quake likely to strike between 2000 and 2030 , 1999 .

[7]  George Horwich,et al.  Economic Lessons of the Kobe Earthquake , 2000, Economic Development and Cultural Change.

[8]  Chin Tung Cheng,et al.  SEISMIC RESISTANCE OF BRIDGE PIERS BASED ON DAMAGE AVOIDANCE DESIGN , 1997 .

[9]  Yuriy A. Rossikhin,et al.  Application of Fractional Calculus for Analysis of Nonlinear Damped Vibrations of Suspension Bridges , 1998 .

[10]  Johnny Sun,et al.  Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project , 1997 .

[11]  J. G. Chase,et al.  Analytical Investigation of the Effects of HF2V Damping Devices on the Seismic Performance of the SAC LA3 Building , 2009 .

[12]  G. Cheok,et al.  Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading , 1991 .

[13]  Alessandro Palermo,et al.  A Probabilistic Seismic Loss Assessment of Advanced Post-Tensioned Precast Bridge Systems , 2009 .

[14]  Stuart S. Chen,et al.  FUNDAMENTAL CONSIDERATIONS FOR THE DESIGN OF NON-LINEAR VISCOUS DAMPERS , 1999 .

[15]  J. S. Hwang,et al.  Analytical Modeling of High Damping Rubber Bearings , 1997 .

[16]  W. New,et al.  Standards New Zealand. , 2005 .

[17]  W. Stahel,et al.  Log-normal Distributions across the Sciences: Keys and Clues , 2001 .

[18]  Richard Sause,et al.  Experimental studies of full-scale posttensioned steel connections , 2005 .

[19]  T. Soong,et al.  MODELING OF VISCOELASTIC DAMPERS FOR STRUCTURAL ApPLICATIONS , 1995 .

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

[21]  Joseph Edward Shigley,et al.  Mechanical engineering design , 1972 .

[22]  John B. Mander,et al.  Performance of a Damage Protected Highway Bridge Pier Subjected to Bidirectional Earthquake Attack , 2009 .

[23]  John B. Mander,et al.  Experimental & Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-and-Seat Angle Connections , 1994 .

[24]  Stuart S. Chen,et al.  Experiments on Steel MRF Building with Supplemental Tendon System , 2000 .

[25]  John F. Stanton,et al.  A HYBRID REINFORCED PRECAST FRAME FOR SEISMIC REGIONS , 1997 .

[26]  John B. Mander,et al.  EXPERIMENTAL DEVELOPMENT, TRADEOFF ANALYSIS AND DESIGN IMPLEMENTATION OF HIGH FORCE-TO-VOLUME DAMPING TECHNOLOGY , 2007 .

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

[28]  Brendon A. Bradley,et al.  Performance of a damage‐protected beam–column subassembly utilizing external HF2V energy dissipation devices , 2008 .

[29]  Yu-Yuan Lin,et al.  Effects of Site Classes on Damping Reduction Factors , 2004 .

[30]  J. Geoffrey Chase,et al.  A semi-active acceleration-based control for seismically excited civil structures including control input impulses , 2004 .

[31]  A. M. Sullivan,et al.  Metallic Materials Specification Handbook, Third Edition , 1981 .

[32]  W. H. Robi nson.  PROPERTIES OF AN EXTRUSION ENERGY ABSORBER , 1975 .

[33]  W. H. Robinson,et al.  An extrusion energy absorber suitable for the protection of structures during an earthquake , 1976 .

[34]  Richard Sause,et al.  Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .

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

[36]  James M. Kelly,et al.  EVOLUTIONARY MODEL OF VISCOELASTIC DAMPERS FOR STRUCTURAL ApPLICATIONS , 1997 .

[37]  Brendon A. Bradley,et al.  Seismic Performance of Damage-Protected Beam-Column Joints , 2008 .

[38]  George Charles Clifton,et al.  Semi-rigid joints for moment-resisting steel framed seismic-resisting systems , 2005 .

[39]  Stuart S. Chen,et al.  Seismic Investigation of Steel Pile Bents: II. Retrofit and Vulnerability Analysis , 2002 .

[40]  Alessandro Palermo,et al.  Uni and Bi-directional Quasi Static Tests on Alternative Hybrid Precast Beam Column Joint Subassemblies , 2006 .

[41]  Redvers N. Parkins,et al.  The extrusion of metals , 1960 .

[42]  Gokhan Pekcan,et al.  Rocking Wall–Frame Structures with Supplemental Tendon Systems , 2004 .

[43]  Mjn Priestley,et al.  SEISMIC RESPONSE OF PRECAST PRESTRESSED CONCRETE FRAMES WITH PARTIALLY DEBONDED TENDONS , 1993 .

[44]  Michael C. Constantinou,et al.  Fractional‐Derivative Maxwell Model for Viscous Dampers , 1991 .

[45]  Jiahao Lin,et al.  An Introduction to Seismic Isolation , 1993 .

[46]  John B. Mander,et al.  DAD Post-Tensioned Concrete Connections with Lead Dampers: Analytical Models and Experimental Validation , 2007 .

[47]  Kevin Mark Solberg.  Experimental and financial investigations into the further development of Damage Avoidance Design , 2007 .

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

[49]  Koichi Maekawa,et al.  Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling , 2002 .

[50]  W. Ramberg,et al.  Description of Stress-Strain Curves by Three Parameters , 1943 .

[51]  Luo man Li,et al.  Further experiments on the seismic performance of structural concrete beam-column joints designed in accordance with the principles of damage avoidance , 2006 .

[52]  Branko E. Gorenc,et al.  Steel Designers' Handbook , 2005 .

[53]  John B. Mander,et al.  Seismic Performance of Precast Reinforced and Prestressed Concrete Walls , 2003 .

[54]  Brendon A. Bradley,et al.  Experimental multi‐level seismic performance assessment of 3D RC frame designed for damage avoidance , 2008 .

[55]  Mary C. Comerio,et al.  Estimating Downtime in Loss Modeling , 2006 .

[56]  Brendon A. Bradley,et al.  Computational and rapid expected annual loss estimation methodologies for structures , 2008 .