Performance-based Seismic Design of a Pendulum Tuned Mass Damper System

ABSTRACT The study implements the performance-based analysis and design methodology to assess the seismic vulnerability of a coal-fired power plant and to optimally design its equivalent pendulum-type tuned mass damper system such that the direct losses are minimized. A building-specific total loss ratio is developed to link the component level losses with the total repair cost of the original structure. The optimal system configuration is finally derived for cases with the minimum loss. The study demonstrates a systematic way of achieving the optimal pendulum-type tuned mass damper design with considerations of uncertainties in earthquake inputs and the combined component level damages.

[1]  Zbigniew Wójcicki,et al.  Kinematically excited parametric vibration of a tall building model with a TMD—Part 1: Numerical analyses , 2014 .

[2]  C. Allin Cornell,et al.  SEISMIC PERFORMANCE EVALUATION FOR STEEL MOMENT FRAMES , 2002 .

[3]  Reginald DesRoches,et al.  Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios , 2008 .

[4]  Akira Nishitani,et al.  Optimum design and application of non‐traditional tuned mass damper toward seismic response control with experimental test verification , 2015 .

[5]  Mauricio Sarrazin,et al.  Optimal Control of Accelerations in a Base-Isolated Building using Magneto-Rheological Dampers and Genetic Algorithms , 2009 .

[6]  Yen-Po Wang,et al.  Optimal design theories and applications of tuned mass dampers , 2006 .

[7]  Martin S. Williams,et al.  EVALUATION OF SEISMIC DAMAGE INDICES FOR CONCRETE ELEMENTS LOADED IN COMBINED SHEAR AND FLEXURE , 1997 .

[8]  Reginald DesRoches,et al.  Seismic fragility methodology for highway bridges using a component level approach , 2006 .

[9]  Yuchuan Tang,et al.  Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions , 2011 .

[10]  Jelena Pejovic,et al.  Seismic fragility assessment for reinforced concrete high-rise buildings in Southern Euro-Mediterranean zone , 2015, Bulletin of Earthquake Engineering.

[11]  Liu Shi Shaking Table Test on Suspended Damping Structure of Coal Bucket in Large Thermal Power Plant , 2009 .

[12]  C. Allin Cornell,et al.  Earthquakes, Records, and Nonlinear Responses , 1998 .

[13]  P. Lukkunaprasit,et al.  Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes , 2001 .

[14]  Keri L. Ryan,et al.  Comparative Evaluation of Base-Isolated and Fixed-Base Buildings Using a Comprehensive Response Index , 2009 .

[15]  Marios K. Chryssanthopoulos,et al.  A Simplified Fragility Methodology for Regular Steel MRFs , 2011 .

[16]  Richard E. Klingner,et al.  Effect of Tuned-Mass Dampers on Seismic Response , 1983 .

[17]  B. Basu,et al.  Effect of soil interaction on the performance of tuned mass dampers for seismic applications , 2004 .

[18]  Luca Martinelli,et al.  Control of wind buffeting vibrations in a suspension bridge by TMD , 2015 .

[19]  John B. Mander,et al.  Financial risk assessment methodology for natural hazards , 2006 .

[20]  C. Kircher IT MAKES DOLLARS AND SENSE TO IMPROVE NONSTRUCTURAL SYSTEM PERFORMANCE , 2003 .

[21]  William Graf,et al.  Code-Oriented Damage Assessment for Buildings , 2009 .

[22]  Keith Porter,et al.  An Overview of PEER's Performance-Based Earthquake Engineering Methodology , 2003 .

[23]  Yu Chang-jie,et al.  On exploration for allocation of in Code for Seismic Design of Building , 2013 .

[24]  Jian Zhang,et al.  Optimum seismic design of a power plant building with pendulum tuned mass damper system by its heavy suspended buckets , 2017 .

[25]  C. C. Lin,et al.  Vibration Control Identification of Seismically Excited m.d.o.f. Structure-Ptmd Systems , 2001 .

[26]  Jian Zhang,et al.  Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method , 2009 .

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

[28]  Jonathan P. Stewart,et al.  An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced-Concrete Moment-Frame Building , 2008 .

[29]  Kevin R. Mackie,et al.  Performance‐based seismic bridge design for damage and loss limit states , 2007 .

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

[31]  Alessandro De Stefano,et al.  Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings , 2009 .

[32]  Bruce R. Ellingwood,et al.  Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN , 2007 .

[33]  Marco Domaneschi,et al.  A numerical procedure for computing the fragility of NPP components under random seismic excitation , 2009 .

[34]  Marco Domaneschi,et al.  The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildings , 2013 .

[35]  Sonia E. Ruiz,et al.  Influence of ground motion intensity on the effectiveness of tuned mass dampers , 1999 .

[36]  Young-Joo Lee,et al.  A new methodology of the development of seismic fragility curves , 2014 .

[37]  Genda Chen,et al.  OPTIMAL PLACEMENT OF MULTIPLE TUNED MASS DAMPERS FOR SEISMIC STRUCTURES , 2001 .

[38]  B. J. Vickery,et al.  Optimum design of pendulum‐type tuned mass dampers , 2005 .

[39]  Salvatore Perno,et al.  Dynamic response and optimal design of structures with large mass ratio TMD , 2012 .

[40]  Sriram Narasimhan,et al.  Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures , 2013 .

[41]  Akira Nishitani,et al.  Seismic vibration control of building structures with multiple tuned mass damper floors integrated , 2014 .

[42]  R. Lourenco Design, Construction and Testing of an Adaptive Pendulum Tuned Mass Damper , 2011 .

[43]  Paolo Gardoni,et al.  Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America , 2009 .