Performance-based Seismic Design of a Pendulum Tuned Mass Damper System
暂无分享,去创建一个
Minjuan He | Zhan Shu | Shuang Li | Xiaofeng Sun | Xiaofeng Sun | Minjuan He | Z. Shu | Shuang Li
[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 .