Towards smart building structures: adaptive structures in earthquake and wind loading control response – a review

This article is a review about applications for non-passive control response of buildings (namely active, hybrid and semi-active systems), wherein the degree of integration between control devices and structural system is explored. The purpose is to establish the current state-of-the-art in the development of ‘smart building structures’. A proper framework is proposed, therefore, for concepts such as ‘intelligent’, ‘smart’ and ‘adaptive’ while they make reference to a building which possesses an actively controlled response. Geometrical integration between control device and structural system is addressed as the key to allow further improvements in the achievement of truly ‘smart’ structures. Conclusions point out the fact that despite the advances done – especially in the field of structural control technology – there is no integration of devices within the host structures, and the reasons why further research must be developed in this direction.

[1]  Mohamed Abdel-Rohman,et al.  Active Control of Tall Buildings , 1983 .

[2]  Linsheng Huo,et al.  Advances in Structural Control in Civil Engineering in China , 2010 .

[3]  T. T. Soong,et al.  DESIGN OF AN ACTIVE MASS DAMPER FOR A TALL TV TOWER IN NANJING, CHINA , 1998 .

[4]  Takuji Kobori,et al.  Concept of super‐high‐rise building (DIB‐200) , 1992 .

[5]  Yutaka Inoue,et al.  Overview of the application of active/semiactive control to building structures in Japan , 2001 .

[6]  Vinod K. Wadhawan Smart Structures: Blurring the Distinction Between the Living and the Nonliving , 2007 .

[7]  Hisanori Abiru,et al.  Performance of hybrid mass damper system applied to a 36‐storey high‐rise building , 2001 .

[8]  Ian E. Smith,et al.  Intelligent Structures: A New Direction in Structural Control , 1998, AI in Structural Engineering.

[9]  Kazuo Tamura,et al.  Vibration control characteristics of a hybrid mass damper system installed in tall buildings , 2001 .

[10]  Takuji Kobori,et al.  Active variable stiffness system with non‐resonant control , 2001 .

[11]  T. T. Soong,et al.  Full‐Scale Implementation of Active Control. I: Design and Simulation , 1991 .

[12]  Cornel Sultan,et al.  Controllable tensegrity: a new class of smart structures , 1997, Smart Structures.

[13]  B. Sp,et al.  State of the Art of Structural Control , 2003 .

[14]  Shirley J. Dyke,et al.  Benchmark problems in structural control : Part II : Active tendon system , 1998 .

[15]  T. T. Soong,et al.  State-of-the-art review: Active structural control in civil engineering , 1988 .

[16]  Ahsan Kareem,et al.  Mitigation of motions of tall buildings with specific examples of recent applications , 1999 .

[17]  T. T. Soong,et al.  Supplemental energy dissipation: state-of-the-art and state-of-the- practice , 2002 .

[18]  Yuji Koike,et al.  A hybrid mass damper system controlled by H∞ control theory for reducing bending–torsion vibration of an actual building , 2001 .

[19]  Kangyu Lou,et al.  Smart Structures: Innovative Systems for Seismic Response Control , 2008 .

[20]  Takuji Kobori,et al.  Seismic response controlled structure with Active Variable Stiffness system , 1993 .

[21]  Takuji Kobori,et al.  Research, development and practical applications on structural response control of buildings , 1995 .

[22]  Werner Sobek,et al.  Adaptive systems in architecture and structural engineering , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[23]  T. Fujita Application of hybrid mass damper with convertible active and passive modes using hydraulic actuator to high-rise building , 1994, Proceedings of 1994 American Control Conference - ACC '94.

[24]  B. MacDonald,et al.  Active vibration control system. , 1992 .

[25]  Takuji Kobori,et al.  Active structural response control system , 1992 .

[26]  Chin-Hsiung Loh,et al.  Experimental verification of building control using active bracing system , 1999 .

[27]  Wonsuk Park,et al.  Wind-induced response control and serviceability improvement of an air traffic control tower , 2006 .

[28]  Takafumi Fujita Progress of applications of active vibration control for buildings in Japan , 2002 .

[29]  Y. Ribakov,et al.  Active viscous damping system for control of MDOF structures , 2001 .

[30]  Masayuki Yamanaka,et al.  Dentsu Head Office Damping Systems, Tokyo, Japan , 2005 .

[31]  Maria Q. Feng,et al.  Vibration Control of Tall Buildings Using Mega Subconfiguration , 1995 .

[32]  André Preumont,et al.  Vibration Control of Active Structures: An Introduction , 2018 .

[33]  Takuji Kobori,et al.  FUTURE DIRECTION ON RESEARCH AND DEVELOPMENT OF SEISMIC-RESPONSE-CONTROLLED STRUCTURES , 1996 .

[34]  Reza Tafreshi,et al.  Active Tuned Mass Damper , 2015, 2015 23rd Mediterranean Conference on Control and Automation (MED).

[35]  Billie F. Spencer,et al.  Controlling Buildings: A New Frontier in Feedback , 1998 .

[36]  T. T. Soong,et al.  Experiments on Active Control of Seismic Structures , 1988 .

[37]  Nicholas Fisco,et al.  Smart structures: Part I—Active and semi-active control , 2011 .

[38]  Satoru Aizawa,et al.  Practical applications of active mass dampers with hydraulic actuator , 2001 .

[39]  Yukihiko Kazao,et al.  Characteristics of active vibration control system using gyro-stabilizer , 1998 .

[40]  E. Crawley,et al.  Adaptive Structures , 1990 .

[41]  Takafumi Fujita,et al.  Hybrid mass dampers using two types of electric servomotors: AC servomotors and linear‐induction servomotors , 2001 .

[42]  Ian F. C. Smith,et al.  Dynamic behavior and vibration control of a tensegrity structure , 2010 .

[43]  仁田 佳宏 スマートTMD:可変振り子動吸振器 S.Nagarajaiah,D.T.R.Pasala and C.Hung:Smart TMD:Adaptive Length Pendulum Dampers [Proceedings of 5^ World Conference on Structural Control and Monitoring,USB,July 2010](構造,文献抄録) , 2011 .

[44]  Takuji Kobori,et al.  Active response control of buildings for large earthquakes : seismic response control system with variable structural characteristics , 1998 .

[45]  Ian F. C. Smith,et al.  Active tensegrity: A control framework for an adaptive civil-engineering structure , 2008 .

[46]  Shirley J. Dyke,et al.  Benchmark problems in structural control: part I—Active Mass Driver system , 1998 .

[47]  B. Crosnier,et al.  Active control of a tensegrity plane grid , 2005, Proceedings of the 44th IEEE Conference on Decision and Control.

[48]  Ian F. C. Smith,et al.  Determining control strategies for damage tolerance of an active tensegrity structure , 2011 .

[49]  Shinji Yamazaki,et al.  Tuned active dampers installed in the Minato Mirai (MM) 21 landmark tower in Yokohama , 1992 .

[50]  Chung Bang Yun,et al.  Smart structure technologies for civil infrastructures in Korea: recent research and applications , 2011 .

[51]  Takafumi Fujita,et al.  Response control performance of a hybrid mass damper applied to a tall building , 2001 .

[52]  T. T. Soong,et al.  Experimental Study of Active Control for MDOF Seismic Structures , 1989 .

[53]  Takuji Kobori,et al.  Control performance of active-passive composite tuned mass damper , 1998 .

[54]  B. Crosnier,et al.  Active Control of Tensegrity Systems , 1998 .

[55]  Keisuke Yoshie,et al.  Development of active-damping bridges and its application to triple high-rise buildings , 2003 .

[56]  Mohammad Reza Tabeshpour,et al.  A new high performance semi-active bracing system , 2006 .

[57]  Haluk Aktan,et al.  Active control of building seismic response by energy dissipation , 1995 .

[58]  Akira Nishitani,et al.  Application of active structural control in Japan , 1998 .

[59]  S. Narayanan,et al.  Active control of tensegrity structures under random excitation , 2007 .

[60]  Diego Arbelaez,et al.  Active vibration control of a three-stage tensegrity structure , 2004, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[61]  Sinan Korkmaz,et al.  Review: A review of active structural control: challenges for engineering informatics , 2011 .

[62]  A. V. Srinivasan,et al.  Smart Structures: Analysis and Design , 2000 .

[63]  Junichi Yamashita,et al.  Full-scale measurements of wind-induced responses on the Hamamatsu ACT Tower , 1998 .

[64]  T. T. Soong,et al.  Future directions in structural control , 2009 .

[65]  Milenko Masic,et al.  Open-loop control of class-2 tensegrity towers , 2004, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[66]  Ian F. C. Smith,et al.  Active Tensegrity Structure , 2004 .

[67]  Takuji Kobori,et al.  Technology Development and Forecast of Dynamical Intelligent Building (D.I.B , 1990 .

[68]  J Tagami,et al.  VIBRATION TESTS OF ACTUAL BUILDINGS WITH SEMI-ACTIVE SWITCHING OIL DAMPER , 2004 .

[69]  T. T. Soong,et al.  Active, Hybrid, and Semi-active Structural Control: A Design and Implementation Handbook , 2005 .

[70]  Yoshiki Ikeda,et al.  Active and semi‐active vibration control of buildings in Japan—Practical applications and verification , 2009 .

[71]  Patrick Teuffel Entwerfen adaptiver Strukturen , 2004 .

[72]  T. T. Soong,et al.  Full-Scale Implementation of Active Control. II: Installation and Performance , 1993 .

[73]  T. T. Soong Active Structural Control in Civil Engineering , 1987 .

[74]  Takuji Kobori,et al.  Active mass driver system as the first application of active structural control , 2001 .

[75]  Peter T. Gardiner,et al.  Smart materials and structures: what are they? , 1996 .

[76]  T. T. Soong,et al.  EXPERIMENTAL SIMULATION OF DEGRADING STRUCTURES THROUGH ACTIVE CONTROL , 1998 .

[77]  Hojjat Adeli,et al.  Control, Optimization, and Smart Structures: High-Performance Bridges and Buildings of the Future , 1999 .

[78]  Takuji Kobori,et al.  Reliability of Applied Semiactive Structural Control System , 2003 .

[79]  Ding Dajun,et al.  Spatial Frame TV Tower, Nanjing, China , 1995 .