Multi‐objective risk‐informed design of floor isolation systems

[1]  James L. Beck,et al.  Life-cycle cost optimal design of passive dissipative devices , 2009 .

[2]  Jack W. Baker,et al.  Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings , 2009 .

[3]  Jack W. Baker,et al.  An Empirically Calibrated Framework for Including the Effects of Near-Fault Directivity in Probabilistic Seismic Hazard Analysis , 2011 .

[4]  A. Kiureghian,et al.  Dynamic characterization of two-degree-of-freedom equipment-structure systems , 1985 .

[5]  Alexandros A. Taflanidis,et al.  Kriging metamodeling in seismic risk assessment based on stochastic ground motion models , 2015 .

[6]  Michael C. Constantinou,et al.  Spherical sliding isolation bearings with adaptive behavior: Theory , 2008 .

[7]  George Stefanou,et al.  Nonlinear dynamic analysis of frames with stochastic non-Gaussian material properties , 2009 .

[8]  Masanobu Shinozuka,et al.  Shape-Memory-Alloy supplemented Lead Rubber Bearing (SMA-LRB) for seismic isolation , 2015 .

[9]  Christian Bucher,et al.  Probability-based optimal design of friction-based seismic isolation devices , 2009 .

[10]  Curt B. Haselton,et al.  Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings , 2007 .

[11]  Lyan-Ywan Lu,et al.  Theory and experimental study for sliding isolators with variable curvature , 2011 .

[12]  Benedikt Halldorsson,et al.  Near-Fault and Far-Field Strong Ground-Motion Simulation for Earthquake Engineering Applications Using the Specific Barrier Model , 2011 .

[13]  Luis Ibarra,et al.  Hysteretic models that incorporate strength and stiffness deterioration , 2005 .

[14]  Andrei M. Reinhorn,et al.  Teflon Bearings in Base Isolation II: Modeling , 1990 .

[15]  Stephen A. Mahin,et al.  A Simple Pendulum Technique for Achieving Seismic Isolation , 1990 .

[16]  James L. Beck,et al.  An efficient framework for optimal robust stochastic system design using stochastic simulation , 2008 .

[17]  George P. Mavroeidis,et al.  A Mathematical Representation of Near-Fault Ground Motions , 2003 .

[18]  R. Mcguire.  Seismic Hazard and Risk Analysis , 2004 .

[19]  Alexandros A. Taflanidis,et al.  Reliability-based assessment/design of floor isolation systems , 2014 .

[20]  Ging Long Lin,et al.  Predictive control of smart isolation system for precision equipment subjected to near-fault earthquakes , 2008 .

[21]  James M. Kelly,et al.  The role of damping in seismic isolation , 1999 .

[22]  Lyan-Ywan Lu,et al.  Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study , 2013 .

[23]  Alexandros A. Taflanidis,et al.  Performance assessment and optimization of fluid viscous dampers through life-cycle cost criteria and comparison to alternative design approaches , 2015, Bulletin of Earthquake Engineering.

[24]  Giuseppe Quaranta,et al.  Multi-objective optimization by genetic algorithm of structural systems subject to random vibrations , 2009 .

[25]  T. T. Soong,et al.  Seismic response of secondary systems , 1988 .

[26]  Henri P. Gavin,et al.  Assessment of a rolling isolation system using reduced order structural models , 2015 .

[27]  Alexandros A. Taflanidis,et al.  Adaptive kriging for simulation-based design under uncertainty development of metamodels in augmeted input space and adaptive tuning of their characteristics , 2014, 2014 4th International Conference On Simulation And Modeling Methodologies, Technologies And Applications (SIMULTECH).

[28]  Jonathan P. Stewart,et al.  Evaluation of the seismic performance of a code‐conforming reinforced‐concrete frame building—from seismic hazard to collapse safety and economic losses , 2007 .

[29]  Gordon P. Warn,et al.  Seismic Performance and Sensitivity of Floor Isolation Systems in Steel Plate Shear Wall Structures , 2012 .

[30]  S. Pourzeynali,et al.  Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms , 2008 .

[31]  W. Silva,et al.  Stochastic Modeling of California Ground Motions , 2000 .

[32]  D. Wells,et al.  New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement , 1994, Bulletin of the Seismological Society of America.

[33]  Stephen A. Mahin,et al.  Achieving reliable seismic performance enhancement using multi‐stage friction pendulum isolators , 2010 .

[34]  Henri P. Gavin,et al.  Performance and reliability of semi-active equipment isolation , 2007 .

[35]  Jasbir S. Arora,et al.  Survey of multi-objective optimization methods for engineering , 2004 .

[36]  Fatemeh Jalayer,et al.  Alternative non‐linear demand estimation methods for probability‐based seismic assessments , 2009 .

[37]  P. TSOPELAS,et al.  Experimental study of FPS system in bridge seismic isolation , 1996 .

[38]  Mohammed Ismail,et al.  An innovative isolation bearing for motion-sensitive equipment , 2009 .

[39]  Frank McKenna,et al.  OpenSees: A Framework for Earthquake Engineering Simulation , 2011, Computing in Science & Engineering.

[40]  Henri P. Gavin,et al.  Experimental validation of a simplified model for rolling isolation systems , 2014 .