Generalization of the Den Hartog model and rule-of-thumb formulas for optimal tuned mass dampers
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[1] Elena Mele,et al. Insights into inter-story isolation design through the analysis of two case studies , 2020 .
[2] Elena Mele,et al. Seismic Retrofit of Existing Masonry Buildings through Inter-story Isolation System: A Case Study and General Design Criteria , 2020, Journal of Earthquake Engineering.
[3] Mehdi Shokouhian,et al. Toward Optimizing Dynamic Characteristics of Non-conventional TMDs in Multi-degree-of-Freedom Systems , 2020 .
[4] Elena Mele,et al. Vibration characteristics and higher mode coupling in intermediate isolation systems (IIS): a parametric analysis , 2019, Bulletin of Earthquake Engineering.
[5] Angelo Di Egidio,et al. Tuned Mass Damper and Base Isolation: A Unitary Approach for the Seismic Protection of Conventional Frame Structures , 2019, Journal of Engineering Mechanics.
[6] Dingli Zhang,et al. Tuned mass damper on a damped structure , 2019, Structural Control and Health Monitoring.
[7] Angelo Di Egidio,et al. Top disconnection versus base disconnection in structures subjected to harmonic base excitation , 2017 .
[8] Oren Lavan,et al. Multi‐objective optimal design of tuned mass dampers , 2017 .
[9] Isaac Y. Kwon,et al. Bioinspired Tuned Mass Damper for Mitigation of Wind-Induced Building Excitation , 2017 .
[10] Q. Zhou,et al. Model reduction and optimal parameters of mid-story isolation systems , 2016 .
[11] Anna Reggio,et al. Optimal energy‐based seismic design of non‐conventional Tuned Mass Damper (TMD) implemented via inter‐story isolation , 2015 .
[12] Egidio Rizzi,et al. Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation , 2015 .
[13] Giorgio Monti,et al. Robust Design of Tuned Mass Damper Systems for Seismic Protection of Multistory Buildings , 2014 .
[14] Carlos Moutinho,et al. An alternative methodology for designing tuned mass dampers to reduce seismic vibrations in building structures , 2012 .
[15] Emiliano Rustighi,et al. Optimisation of dynamic vibration absorbers to minimise kinetic energy and maximise internal power dissipation , 2012 .
[16] Salvatore Perno,et al. Dynamic response and optimal design of structures with large mass ratio TMD , 2012 .
[17] Kuo-Chun Chang,et al. Simplified analysis of mid‐story seismically isolated buildings , 2011 .
[18] Katsuhide Murakami,et al. Middle-Story Isolated Structural System of High-Rise Building , 2009 .
[19] S. Krenk,et al. Tuned mass absorbers on damped structures under random load , 2008 .
[20] Xiangjun Qin,et al. Study on semi-active control of mega-sub controlled structure by MR damper subject to random wind loads , 2008 .
[21] Yozo Fujino,et al. Optimal tuned mass damper for seismic applications and practical design formulas , 2008 .
[22] Biswajit Basu,et al. A closed‐form optimal tuning criterion for TMD in damped structures , 2007 .
[23] Steen Krenk,et al. Frequency Analysis of the Tuned Mass Damper , 2005 .
[24] Kevin K. F. Wong,et al. Energy dissipation of tuned mass dampers during earthquake excitations , 2004 .
[25] A. Baz,et al. Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems , 2002 .
[26] Sonia E. Ruiz,et al. Influence of ground motion intensity on the effectiveness of tuned mass dampers , 1999 .
[27] T. T. Soong,et al. Parametric study and simplified design of tuned mass dampers , 1998 .
[28] Fahim Sadek,et al. A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS , 1997 .
[29] J. D. Holmes,et al. Listing of installations , 1995 .
[30] Maria Q. Feng,et al. Vibration Control of Tall Buildings Using Mega Subconfiguration , 1995 .
[31] Hsiang-Chuan Tsai,et al. Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems , 1993 .
[32] Richard E. Klingner,et al. Effect of Tuned-Mass Dampers on Seismic Response , 1983 .
[33] G. B. Warburton,et al. Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .
[34] A. G. Thompson,et al. Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system , 1981 .
[35] Daniele Veneziano,et al. Seismic Effectiveness of Tuned Mass Dampers , 1981 .
[36] Kiyoshi Kanai,et al. Semi-empirical Formula for the Seismic Characteristics of the Ground , 1957 .
[37] Roberto Villaverde,et al. Implementation Study of Aseismic Roof Isolation System in 13-Story Building , 2000 .
[38] Roberto Villaverde,et al. Reduction seismic response with heavily-damped vibration absorbers , 1985 .
[39] Toshihiro Ioi,et al. On the Dynamic Vibration Damped Absorber of the Vibration System , 1977 .