Pounding hazard mitigation between adjacent planar buildings using coupling strategy

The concept of coupled building is utilized to synchronize the response of two adjacent buildings and reduce the minimum gap needed. This aims to avoid the pounding hazard between the two buildings, which are coupled together. With this background in view, two ten-storey-high planar buildings with different dynamic proprieties are connected with the help of a magneto-rheological (MR) damper. The MR damper is located at the top floor of the buildings. The semi-actively controlled MR damper is driven by a passive-on, passive-off, on-off controller and fuzzy logic controller. A comparative study is conducted for adjacent planar buildings, with testing of different control strategies. It is shown that a coupling strategy allows transforming the two separated structures into one system coupled by a damping device, which results in a synchronized vibrating mode between the two coupled structures. It has been found that the chances of pounding are reduced along with a reduction in terms of displacement, acceleration and inter-storey drift. The use of a fuzzy logic controller results in an optimization in terms of damper force. In addition to this, it is also observed that the use of a single damper at the top floor has a significant effect on the reduction of pounding between the two buildings.

[1]  Wl L. Qu,et al.  Semi‐active control of seismic response of tall buildings with podium structure using ER/MR dampers , 2001 .

[2]  Erik A. Johnson,et al.  Coupled Building Control Considering the Effects of Building/Connector Configuration , 2006 .

[3]  M. S. Shahidzade,et al.  Takagi-Sugeno Fuzzy Control of Adjacent Structures using MR Dampers , 2011 .

[4]  S. Naserkhaki,et al.  Earthquake induced pounding between adjacent buildings considering soil-structure interaction , 2012, Earthquake Engineering and Engineering Vibration.

[5]  Hengjia Zhu,et al.  Optimum parameters of Maxwell model-defined dampers used to link adjacent structures , 2005 .

[6]  M. Doğan,et al.  Pounding Of Adjacent RC Buildings During Seismıc Loads , 2009 .

[7]  Fabio Casciati,et al.  FUZZY CONTROL OF STRUCTURAL VIBRATION. AN ACTIVE MASS SYSTEM DRIVEN BY A FUZZY CONTROLLER , 1998 .

[8]  Lotfi A. Zadeh,et al.  Fuzzy Sets , 1996, Inf. Control..

[9]  Shirley J. Dyke,et al.  PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .

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

[11]  Craig D. Comartin,et al.  The Hyogo-ken Nanbu earthquake : Great Hanshin Earthquake Disaster, January 17, 1995 : preliminary reconnaissance report , 1995 .

[12]  Yl L. Xu,et al.  Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers , 1999 .

[13]  S. M. Dumne,et al.  Earthquake response of asymmetric building with MR damper , 2014, Earthquake Engineering and Engineering Vibration.

[14]  Van Jeng,et al.  Assessment of seismic pounding hazard for Taipei City , 2000 .

[15]  Shuang Li,et al.  Dimensional analysis of earthquake-induced pounding between adjacent inelastic MDOF buildings , 2015, Earthquake Engineering and Engineering Vibration.

[16]  Michael J. Griffin,et al.  a Semi-Active Control Policy to Reduce the Occurrence and Severity of End-Stop Impacts in a Suspension Seat with AN Electrorheological Fluid Damper , 1997 .

[17]  Rajesh P. Dhakal,et al.  Building pounding damage observed in the 2011 Christchurch earthquake , 2012 .

[18]  Bruce D. Westermo,et al.  The dynamics of interstructural connection to prevent pounding , 1989 .

[19]  Ebrahim H. Mamdani,et al.  An Experiment in Linguistic Synthesis with a Fuzzy Logic Controller , 1999, Int. J. Hum. Comput. Stud..

[20]  S. M. Dumne,et al.  Seismic response analysis of adjacent buildings connected with MR dampers , 2010 .

[21]  S. Anagnostopoulos Pounding of buildings in series during earthquakes , 1988 .

[22]  Yl L. Xu,et al.  Semiactive Seismic Response Control of Buildings with Podium Structure , 2005 .

[23]  Ioan Dumitrache A COMPARATIVE STUDY FOR ADVANCED SEISMIC VIBRATION CONTROL ALGORITHMS , 2012 .

[24]  N. K. Chandiramani,et al.  Semi-active vibration control of connected buildings using magnetorheological dampers , 2011 .

[25]  Hyung-Jo Jung,et al.  Semi‐active fuzzy control for seismic response reduction using magnetorheological dampers , 2004 .