Optimal placement of damping devices in buildings

The appropriate use of energy dissipating devices improves the behavior of structures when subjected to external loads, defining the optimal location of the dampers; therefore, it is crucial to ensure their efficiency. In this work, the mathematical expressions of an efficient and systematic procedure proposed by Takewaki were adapted and detailed to find the optimum location of dampers when a structural damper is used. This procedure consists of minimizing the sum of the amplitudes of the transfer functions evaluated at the undamped fundamental frequency of a structural system subject to constraints on the sum of the damping coefficients of the added dampers. For instance, at the beginning and end of the calculation, the sum of the damping coefficients entered must be the same. A series of numerical examples on shear building models within a range of two to six stories are used to verify the efficiency of the systematic procedure. The results showed that the optimal placement method is efficient due to the amplitude reduction of the transfer function after the optimal distribution of the damping coefficients in the structure.

[1]  Zhao-Dong Xu,et al.  A synthetic optimization analysis method on structures with viscoelastic dampers , 2003 .

[2]  Ersin Aydin,et al.  Optimal damper distribution for seismic rehabilitation of planar building structures , 2007 .

[3]  K. Kasai,et al.  Building pounding damage during the 1989 Loma Prieta earthquake , 1997 .

[4]  Izuru Takewaki,et al.  Optimal damper placement for building structures including surface ground amplification , 1999 .

[5]  Joseph A. Main,et al.  Efficiency and tuning of viscous dampers on discrete systems , 2005 .

[6]  Mehmet E. Uz,et al.  Optimal design of semi active control for adjacent buildings connected by mr damper based on integrated fuzzy logic and multi-objective genetic algorithm , 2014 .

[7]  Izuru Takewaki,et al.  Optimal damper positioning in beams for minimum dynamic compliance , 1998 .

[8]  Jinkoo Kim,et al.  Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures , 2002 .

[9]  Hyo Seon Park,et al.  Genetic-algorithm-based minimum weight design of an outrigger system for high-rise buildings , 2016 .

[10]  Kohei Fujita,et al.  Optimal Placement of Hysteretic Dampers via Adaptive Sensitivity-Smoothing Algorithm , 2015 .

[11]  Izuru Takewaki,et al.  Optimal damper placement for critical excitation , 2000 .

[12]  T. Karabork,et al.  Using an artificial bee colony algorithm for the optimal placement of viscous dampers in planar building frames , 2013 .

[13]  Oscar Curadelli,et al.  Optimal design of passive viscous damping systems for buildings under seismic excitation , 2013 .

[14]  Kemal Mazanoglu,et al.  An optimization study for viscous dampers between adjacent buildings , 2017 .

[15]  Hang Zhang,et al.  Seismic control design for slip hysteretic timber structures based on tuning the equivalent stiffness , 2016 .

[16]  Leonard Meirovitch,et al.  Elements Of Vibration Analysis , 1986 .

[17]  Luca Landi,et al.  Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames , 2015 .

[18]  Seung-Yong Ok,et al.  Optimal design of hybrid control system for new and old neighboring buildings , 2015 .

[19]  Roberto Meli,et al.  The 1985 Mexico Earthquake , 1986 .

[20]  Izuru Takewaki,et al.  Output frequency response function based design of additional nonlinear viscous dampers for vibration control of multi-degree-of-freedom systems , 2013 .

[21]  T. T. Soong,et al.  Vibration control performance of tuned mass dampers with resettable variable stiffness , 2015 .

[22]  Ersin Aydin Optimal damper placement based on base moment in steel building frames , 2012 .

[23]  Izuru Takewaki,et al.  Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers , 2003 .

[24]  Ersin Aydin,et al.  Optimal placement of steel diagonal braces for upgrading the seismic capacity of existing structures and its comparison with optimal dampers , 2008 .

[25]  A. Rama Mohan Rao,et al.  Optimal placement of actuators for active vibration control of seismic excited tall buildings using a multiple start guided neighbourhood search (MSGNS) algorithm , 2008 .

[26]  Diego Lo´pez Garci´a A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures , 2001 .

[27]  Oscar Curadelli,et al.  Optimal placement of nonlinear hysteretic dampers on planar structures under seismic excitation , 2014 .

[28]  Izuru Takewaki,et al.  Efficient redesign of damped structural systems for target transfer functions , 1997 .

[29]  Katsuhiko Ogata,et al.  Ingeniería de control moderna , 1980 .

[30]  Izuru Takewaki,et al.  Optimal damper placement for minimum transfer functions , 1997 .

[31]  Umberto Alibrandi,et al.  Optimal design of dampers in seismic excited structures by the Expected value of the stochastic Dissipated Power , 2015 .

[32]  L. J. Leu,et al.  Optimal Allocation of Non-Linear Viscous Dampers for Three-Dimensional Building Structures , 2011 .

[33]  Zhao-Dong Xu,et al.  Optimal analysis and experimental study on structures with viscoelastic dampers , 2004 .

[34]  Martin S. Williams,et al.  Optimal Placement of Viscous Dampers for Seismic Building Design , 2013 .

[35]  Ging Long Lin,et al.  Vibration control of seismic structures using semi-active friction multiple tuned mass dampers , 2010 .

[36]  Lyan-Ywan Lu,et al.  Predictive control of seismic structures with semi‐active friction dampers , 2004 .