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      KCI등재 SCIE SCOPUS

      Interstory-interbuilding actuation schemes for seismic protection of adjacent identical buildings

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      https://www.riss.kr/link?id=A106300603

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      다국어 초록 (Multilingual Abstract)

      Rows of closely adjacent buildings with similar dynamic characteristics are common building arrangements in residential areas. In this paper, we present a vibration control strategy for the seismic protection of this kind of multibuilding systems. The proposed approach uses an advanced Linear Matrix Inequality (LMI) computational procedure to carry out the integrated design of distributed multiactuation schemes that combine interbuilding linking devices with interstory actuators implemented at different levels of the buildings. The controller designs are formulated as static output-feedback H-infinity control problems that include the interstory drifts, interbuilding approachings and control efforts as controlled-output variables. The advantages of the LMI computational procedure are also exploited to design a fully-decentralized velocity-feedback controller, which can define a passive control system with high-performance characteristics. The main ideas are presented by means of a system of three adjacent five-story identical buildings, and a proper set of numerical simulations are conducted to demonstrate the behavior of the different control configurations. The obtained results indicate that interstory-interbuilding multiactuation schemes can be used to design effective vibration control systems for adjacent buildings with similar dynamic characteristics. Specifically, this kind of control systems is able to mitigate the vibrational response of the individual buildings while maintaining reduced levels of pounding risk.
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      Rows of closely adjacent buildings with similar dynamic characteristics are common building arrangements in residential areas. In this paper, we present a vibration control strategy for the seismic protection of this kind of multibuilding systems. The...

      Rows of closely adjacent buildings with similar dynamic characteristics are common building arrangements in residential areas. In this paper, we present a vibration control strategy for the seismic protection of this kind of multibuilding systems. The proposed approach uses an advanced Linear Matrix Inequality (LMI) computational procedure to carry out the integrated design of distributed multiactuation schemes that combine interbuilding linking devices with interstory actuators implemented at different levels of the buildings. The controller designs are formulated as static output-feedback H-infinity control problems that include the interstory drifts, interbuilding approachings and control efforts as controlled-output variables. The advantages of the LMI computational procedure are also exploited to design a fully-decentralized velocity-feedback controller, which can define a passive control system with high-performance characteristics. The main ideas are presented by means of a system of three adjacent five-story identical buildings, and a proper set of numerical simulations are conducted to demonstrate the behavior of the different control configurations. The obtained results indicate that interstory-interbuilding multiactuation schemes can be used to design effective vibration control systems for adjacent buildings with similar dynamic characteristics. Specifically, this kind of control systems is able to mitigate the vibrational response of the individual buildings while maintaining reduced levels of pounding risk.

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      참고문헌 (Reference)

      1 F. Palacios-Quiñonero, "ptimal passive-damping design using a decentralized velocity-feedback H-Infinity approach" Norwegian Society of Automatic Control 33 (33): 87-97, 2012

      2 Hamid Reza Karimi, "Vibration control strategy for large-scale structures with incomplete multi-actuator system and neighbouring state information" Institution of Engineering and Technology (IET) 10 (10): 407-416, 2016

      3 Vasant Annasaheb Matsagar, "VISCOELASTIC DAMPER CONNECTED TO ADJACENT STRUCTURES INVOLVING SEISMIC ISOLATION" Vilnius Gediminas Technical University 11 (11): 309-322, 2005

      4 W.S. ZHANG, "VIBRATION ANALYSIS OF TWO BUILDINGS LINKED BY MAXWELL MODEL-DEFINED FLUID DAMPERS" Elsevier BV 233 (233): 775-796, 2000

      5 Makola M. Abdullah, "Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures" Wiley 30 (30): 1185-1201, 2001

      6 M.S. Shahidzade, "Takagi-Sugeno Fuzzy Control of Adjacent Structures using MR Dampers" Science Alert 11 (11): 2816-2822, 2011

      7 Liang-Jiu Jia, "Swing Story–Lateral Force Resisting System Connected with Dampers: Novel Seismic Vibration Control System for Building Structures" American Society of Civil Engineers (ASCE) 144 (144): 1-12, 2018

      8 H. K. Chinmayi, "Study on Pounding of Structures with Soil–Structure Interaction Effects: A Review" Springer Science and Business Media LLC 100 (100): 199-204, 2019

      9 Palacios-Quinonero, F., "Structural vibration control for a class of connected multistructure mechanical systems" 2012 : 1-23, 2012

      10 J. Rubió-Massegú, "Static output-feedback control under information structure constraints" Elsevier BV 49 (49): 313-316, 2013

      1 F. Palacios-Quiñonero, "ptimal passive-damping design using a decentralized velocity-feedback H-Infinity approach" Norwegian Society of Automatic Control 33 (33): 87-97, 2012

      2 Hamid Reza Karimi, "Vibration control strategy for large-scale structures with incomplete multi-actuator system and neighbouring state information" Institution of Engineering and Technology (IET) 10 (10): 407-416, 2016

      3 Vasant Annasaheb Matsagar, "VISCOELASTIC DAMPER CONNECTED TO ADJACENT STRUCTURES INVOLVING SEISMIC ISOLATION" Vilnius Gediminas Technical University 11 (11): 309-322, 2005

      4 W.S. ZHANG, "VIBRATION ANALYSIS OF TWO BUILDINGS LINKED BY MAXWELL MODEL-DEFINED FLUID DAMPERS" Elsevier BV 233 (233): 775-796, 2000

      5 Makola M. Abdullah, "Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures" Wiley 30 (30): 1185-1201, 2001

      6 M.S. Shahidzade, "Takagi-Sugeno Fuzzy Control of Adjacent Structures using MR Dampers" Science Alert 11 (11): 2816-2822, 2011

      7 Liang-Jiu Jia, "Swing Story–Lateral Force Resisting System Connected with Dampers: Novel Seismic Vibration Control System for Building Structures" American Society of Civil Engineers (ASCE) 144 (144): 1-12, 2018

      8 H. K. Chinmayi, "Study on Pounding of Structures with Soil–Structure Interaction Effects: A Review" Springer Science and Business Media LLC 100 (100): 199-204, 2019

      9 Palacios-Quinonero, F., "Structural vibration control for a class of connected multistructure mechanical systems" 2012 : 1-23, 2012

      10 J. Rubió-Massegú, "Static output-feedback control under information structure constraints" Elsevier BV 49 (49): 313-316, 2013

      11 Alireza Kharazian, "State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs" Springer Science and Business Media LLC 26 (26): 327-345, 2019

      12 Mitsuru Murase, "Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection" Techno-Press 4 (4): 649-670, 2013

      13 F. Palacios-Quiñonero, "Semiactive–passive structural vibration control strategy for adjacent structures under seismic excitation" Elsevier BV 349 (349): 3003-3026, 2012

      14 Richard E. Christenson, "Semiactive Connected Control Method for Adjacent Multidegree-of-Freedom Buildings" American Society of Civil Engineers (ASCE) 133 (133): 290-298, 2007

      15 Gokarna Bahadur Motra, "Semi-active vibration control of connected buildings using magnetorheological dampers" SAGE Publications 22 (22): 1811-1827, 2011

      16 C. C. Patel, "Seismic response of dynamically similar adjacent structures connected with viscous dampers" Informa UK Limited 3 (3): 1-13, 2010

      17 S.D. Bharti, "Seismic response analysis of adjacent buildings connected with MR dampers" Elsevier BV 32 (32): 2122-2133, 2010

      18 Nicola Impollonia, "Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers" Wiley 47 (47): 1329-1351, 2018

      19 A. V. Bhaskararao, "Seismic Response of Adjacent Buildings Connected with Friction Dampers" Springer Science and Business Media LLC 4 (4): 43-64, 2006

      20 김현수, "Seismic Response Control of Adjacent Buildings Coupled by Semi-active Shared TMD" 한국강구조학회 16 (16): 647-656, 2016

      21 Y.Q. NI, "RANDOM SEISMIC RESPONSE ANALYSIS OF ADJACENT BUILDINGS COUPLED WITH NON-LINEAR HYSTERETIC DAMPERS" Elsevier BV 246 (246): 403-417, 2001

      22 A. V. Bhaskararao, "Optimum viscous damper for connecting adjacent SDOF structures for harmonic and stationary white-noise random excitations" Wiley 36 (36): 563-571, 2007

      23 M. Basili, "Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices" Elsevier BV 301 (301): 106-125, 2007

      24 Kwan-Soon Park, "Optimal design of hybrid control system for new and old neighboring buildings" Elsevier BV 336 : 16-31, 2015

      25 K. Makita, "Optimal Design Strategy of Connected Control Method for Two Dynamically Similar Structures" American Society of Civil Engineers (ASCE) 133 (133): 1247-1257, 2007

      26 Orlando Cundumi, "Numerical Investigation of a Variable Damping Semiactive Device for the Mitigation of the Seismic Response of Adjacent Structures" Wiley 23 (23): 291-308, 2008

      27 Sushil Khatiwada, "Limitations in Simulation of Building Pounding in Earthquakes" SAGE Publications 5 (5): 123-150, 2014

      28 Francisco Palacios-Quiñonero, "Integrated Design of Hybrid Interstory-Interbuilding Multi-Actuation Schemes for Vibration Control of Adjacent Buildings under Seismic Excitations" MDPI AG 7 (7): 1-23, 2017

      29 Kwan-Soon Park, "Hybrid control approach for seismic coupling of two similar adjacent structures" Elsevier BV 349 : 1-17, 2015

      30 Farshid Fathi, "Hybrid Coupled Building Control for Similar Adjacent Buildings" 대한토목학회 21 (21): 265-273, 2017

      31 A.V. Bhaskararao, "Harmonic response of adjacent structures connected with a friction damper" Elsevier BV 292 (292): 710-725, 2006

      32 F. Palacios-Quiñonero, "Feasibility issues in static output-feedback controller design with application to structural vibration control" Elsevier BV 351 (351): 139-155, 2014

      33 Z. Yang, "Experimental Seismic Study of Adjacent Buildings with Fluid Dampers" American Society of Civil Engineers (ASCE) 129 (129): 197-205, 2003

      34 Franz Bamer, "Efficient solution of the multiple seismic pounding problem using hierarchical substructure techniques" Springer Science and Business Media LLC 62 (62): 761-782, 2018

      35 Dumne, S. M., "Earthquake performance of hybrid controls for coupled buildings with MR dampers and sliding base isolation" 18 (18): 63-97, 2017

      36 Chopra, A. K., "Dynamics of Structures. Theory and Applications to Earthquake Engineering" Prentice Hall 2017

      37 Zhidong Yang, "Dynamic responses of two buildings connected by viscoelastic dampers under bidirectional earthquake excitations" Springer Science and Business Media LLC 13 (13): 137-150, 2014

      38 C. C. Patel, "Dynamic response of identical adjacent structures connected by viscous damper" Wiley 21 (21): 205-224, 2014

      39 Xu, Y. L., "Dynamic response of damper-connected adjacent buildings under earthquake excitation" 21 (21): 135-148, 1999

      40 W. S. Zhang, "Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers" Wiley 28 (28): 1163-1185, 1999

      41 Richard E. Christenson, "Coupled Building Control Using Acceleration Feedback" Wiley 18 (18): 4-18, 2003

      42 Y. L. Xu, "Closed-form solution for seismic response of adjacent buildings with linear quadratic Gaussian controllers" Wiley 31 (31): 235-259, 2002

      43 Cimellaro, G. P., "Algorithm for optimal design of adjacent buildings connected by fluid viscous devices" 2008

      44 Gian Paolo Cimellaro, "Algorithm for design of controlled motion of adjacent structures" Wiley 18 (18): 140-148, 2011

      45 Kurata, N., "Actual seismic response controlled building with semi-active damper system" 28 (28): 1427-1447, 1999

      46 Shi, J., "A structural pounding formulation using systematic modal truncation" 2018 : 1-15, 2018

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      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
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      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
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      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2007-06-12 학술지등록 한글명 : 스마트 구조와 시스템 국제 학술지
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      KCI등재후보
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      외국어명 : Computers and Concrete, An International Journal
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.17 0.44 1.04
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.97 0.88 0.318 0.18
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