Integrated Design of Hybrid Interstory-Interbuilding Multi-Actuation Schemes for Vibration Control of Adjacent Buildings under Seismic Excitations

The design of vibration control systems for the seismic protection of closely adjacent buildings is a complex and challenging problem. In this paper, we consider distributed multi-actuation schemes that combine interbuilding linking elements and interstory actuation devices. Using an advanced static output-feedback H ∞ approach, active and passive vibration control systems are designed for a multi-story two-building structure equipped with a selected set of linked and unlinked actuation schemes. To validate the effectiveness of the obtained controllers, the corresponding frequency responses are investigated and a proper set of numerical simulations is conducted using the full scale North–South El Centro 1940 seismic record as ground acceleration disturbance. The observed results indicate that using combined interstory-interbuilding multi-actuation schemes is an effective means of mitigating the vibrational response of the individual buildings and, simultaneously, reducing the risk of interbuilding pounding. These results also point out that passive control systems with high-performance characteristics can be designed using damping elements.

[1]  Kohei Fujita,et al.  Hybrid Control System for Greater Resilience Using Multiple Isolation and Building Connection , 2016, Front. Built Environ..

[2]  Michele Barbato,et al.  Probabilistic seismic demand model for pounding risk assessment , 2016 .

[3]  Zhidong Yang,et al.  Dynamic responses of two buildings connected by viscoelastic dampers under bidirectional earthquake excitations , 2014, Earthquake Engineering and Engineering Vibration.

[4]  Hongping Zhu,et al.  Optimal arrangement of viscoelastic dampers for seismic control of adjacent shear-type structures , 2013 .

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

[6]  Farshid Fathi,et al.  Hybrid Coupled Building Control for similar adjacent buildings , 2017 .

[7]  Hyun-Su Kim,et al.  Seismic response control of adjacent buildings coupled by semi-active shared TMD , 2016 .

[8]  Shehata E. Abdel Raheem,et al.  Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings , 2014 .

[9]  Abdelhafid Ounis,et al.  Pounding hazard mitigation between adjacent planar buildings using coupling strategy , 2016 .

[10]  Kohei Fujita,et al.  Effect of Non-linearity of Connecting Dampers on Vibration Control of Connected Building Structures , 2016, Front. Built Environ..

[11]  Hyun-Su Kim Control Performance Evaluation of Shared Tuned Mass Damper , 2014 .

[12]  Seung-Yong Ok,et al.  Optimal design of actively controlled adjacent structures for balancing the mutually conflicting objectives in design preference aspects , 2012 .

[13]  H. R. Karimi,et al.  Optimal passive-damping design using a decentralized velocity-feedback H ∞ approach , 2012 .

[14]  Hamid Reza Karimi,et al.  Vibration control for adjacent structures using local state information , 2014 .

[15]  W. J. Hall,et al.  Dynamics of Structures—Theory and Applications to Earthquake Engineering , 1996 .

[16]  Robert Jankowski,et al.  Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes , 2016, Bulletin of Earthquake Engineering.

[17]  Hamid Reza Karimi,et al.  Feasibility issues in static output-feedback controller design with application to structural vibration control , 2014, J. Frankl. Inst..

[18]  Ali Taheri,et al.  A method for rapid estimation of dynamic coupling and spectral responses of connected adjacent structures , 2016 .

[19]  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 .

[20]  W. Hare,et al.  Optimizing damper connectors for adjacent buildings , 2015, 1511.02182.

[21]  Seung-Yong Ok,et al.  Hybrid control approach for seismic coupling of two similar adjacent structures , 2015 .

[22]  S. D. Bharti,et al.  EARTHQUAKE PERFORMANCE OF HYBRID CONTROLS FOR COUPLED BUILDINGS WITH MR DAMPERS AND SLIDING BASE ISOLATION , 2016 .

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

[24]  I. Takewaki,et al.  Automatic generation of smart earthquake-resistant building system: Hybrid system of base-isolation and building-connection , 2016, Heliyon.

[25]  Sandeep Kumar,et al.  Appl. Sci , 2013 .

[26]  Enrico Tubaldi,et al.  Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers , 2015 .

[27]  R. S. Jangid,et al.  Dynamic response of identical adjacent structures connected by viscous damper , 2014 .

[28]  Kenneth K. Walsh,et al.  Closed‐form equations for coupling linear structures using stiffness and damping elements , 2013 .

[29]  Gloria Terenzi,et al.  Damped Interconnection-Based Mitigation of Seismic Pounding between Adjacent R/C Buildings , 2013 .

[30]  Richard J. Balling,et al.  Structural analysis and optimization of tall buildings connected with skybridges and atria , 2017 .

[31]  Andrea Dall'Asta,et al.  Efficient Approach for the Reliability-Based Design of Linear Damping Devices for Seismic Protection of Buildings , 2016 .

[32]  Hongping Zhu,et al.  Connecting parameters optimization on unsymmetrical twin-tower structure linked by sky-bridge , 2014 .

[33]  Mehmet E. Uz,et al.  INVESTIGATION OF THE OPTIMAL SEMI-ACTIVE CONTROL STRATEGIES OF ADJACENT BUILDINGS CONNECTED WITH MAGNETORHEOLOGICAL DAMPERS , 2016 .

[34]  Giuseppe Carlo Marano,et al.  Multi-objective optimization of a dissipative connection for seismic protection of wall-frame structures , 2016 .

[35]  Izuru Takewaki,et al.  Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection , 2013 .

[36]  Hamid Reza Karimi,et al.  Static output-feedback control under information structure constraints , 2013, Autom..

[37]  Stavroula J. Pantazopoulou,et al.  Seismic response of nonstructural components attached on multistorey buildings , 2015 .

[38]  Hamid Reza Karimi,et al.  Optimal passive-damping design using a decentralized velocity-feedback H-Infinity approach , 2012 .

[39]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[40]  Takuji Kobori,et al.  Actual seismic response controlled building with semi-active damper system , 1999 .

[41]  Hamid Reza Karimi,et al.  Allocation of Actuators and Sensors for Coupled-Adjacent-Building Vibration Attenuation , 2013, IEEE Transactions on Industrial Electronics.

[42]  S. M. Dumne,et al.  Seismic response analysis of coupled building involving MR damper and elastomeric base isolation , 2015 .

[43]  Vincenzo Gattulli,et al.  Vibration control using nonlinear damped coupling , 2016 .