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Development of Hybrid Experimental Technique for Seismic Control of Civil Structures

Research Project

Project/Area Number 03555102
Research Category

Grant-in-Aid for Developmental Scientific Research (B)

Allocation TypeSingle-year Grants
Research Field 土木構造
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

TOKI Kenzo  Kyoto University, Disaster Prevention Research Institute, Professor, 工学部, 教授 (10027229)

Co-Investigator(Kenkyū-buntansha) SAWADA Sunio  D.P.R.I., Kyoto Univ., Research Assoc., 防災研究所, 助手 (70187293)
SATO Tadanobu  D.P.R.I., Kyoto Univ., Assoc.Professor, 防災研究所, 助教授 (00027294)
IEMURA Hirokazu  Kyoto Univ., Assoc.Professor, 工学部, 助教授 (10026362)
KAMEDA Hiroyuki  D.P.R.I., Kyoto Univ., Professor, 防災研究所, 教授 (80025949)
清野 純史  京都大学, 防災研究所, 助手 (00161597)
Project Period (FY) 1991 – 1993
Project Status Completed (Fiscal Year 1993)
Budget Amount *help
¥7,200,000 (Direct Cost: ¥7,200,000)
Fiscal Year 1993: ¥1,000,000 (Direct Cost: ¥1,000,000)
Fiscal Year 1992: ¥1,200,000 (Direct Cost: ¥1,200,000)
Fiscal Year 1991: ¥5,000,000 (Direct Cost: ¥5,000,000)
Keywordsclosed-open loop control / active mass driving system / spill over phenomenon / filter / open loop control / closed loop control / efficiency of control / model test / 同調質量ダンパー / 最適制御則 / アクティブ動吸振器 / レギュレータ問題 / ハイブリッド実験 / 地震エネルギー / オブザーバ / フィードバック制御 / 土木構造物 / 震動制御 / 制震構造 / 制御則 / ワ-クステ-ション / アクチュエ-タ- / 作動時間遅れ
Research Abstract

To realize a practical control device of active mass driver (AMD) type for high-rise buildings we developed a new closed-open-loop optimal control algorithm that has been derived by minimizing the sum of the quadratic time-dependent performance index and the seismic energy input to the structural system. This new control law provides feasible control algorithms that can easily be implemented for AMD system and applications to seismic-excited structures. This optimal algorithm is simple and reliable for on-line control operations because control force does not depend on the rigidity of structural system. We investigate the effects of two weighting matrices and a parameter expressing amount of input seismic energy to structure on the control efficieny. This new algorithm has been introduced to a model eight-story building to demonstrate reduction of vibrations caused by medium earthquakes.

Report

(4 results)
  • 1993 Annual Research Report   Final Research Report Summary
  • 1992 Annual Research Report
  • 1991 Annual Research Report
  • Research Products

    (17 results)

All Other

All Publications (17 results)

  • [Publications] Kiyono J,K.Toki and T.Sato: "Seismic risc analysis taking into account the fault extent" Proceedings of the 2nd International Conference on Emergency Planning and Disaster Management,Lancaster. 297-308 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] 土岐憲三・佐藤忠信・清野純史・藤村和也: "離散化波数法と有限要素法の結合による不整形地盤の震動解析法" 京都大学防災研究所年報. 36B-2. 1-20 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] 佐藤忠信,土岐憲三,橋本雅道: "構造物の地震応答における自己学習機能を有する震動制御" 土本学会論文集. 471I-24. 115-124 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] 佐藤忠信,土岐憲三,望月俊宏: "震動制御効果に及ぼす非制御震動モードの影響" 第2回震動制御コロキウムPARTB講演論文集. 135-142 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] 佐藤忠信,土岐憲三,望月俊宏,吉川正昭: "ATMDによる構造物の複数振動モードの震動制御" 第3回システム最適化に関するシンポジウム講演論文集. 259-264 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] Kiyono, J., Toki, K., and Sato, T.: "Seismic Risk Analysis taking into account the Fault Extent" Proc.of the 2nd Int.Conf.on Emergency Planning and Disaster Management, Lancaster. 297-308 (1993)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1993 Final Research Report Summary
  • [Publications] Kiyono J.,K.Toki and T.Sato: "Seismic risk analysis taking into account the fault extent" Proceedings of the 2nd International Conference on Emergency Planning and Disaster Management,Lancaster. 297-308 (1993)

    • Related Report
      1993 Annual Research Report
  • [Publications] 土岐憲三・佐藤忠信・清野純史・藤村和也: "離散化波数法と有限要素法の結合による不整形地盤の震動解析法" 京都大学防災研究所年報. 36B-2. 1-20 (1993)

    • Related Report
      1993 Annual Research Report
  • [Publications] 佐藤忠信・土岐憲三・橋本雅道: "構造物の地震応答における自己学習機能を有する震動制御" 土木学会論文集. 471 I-24. 115-124 (1993)

    • Related Report
      1993 Annual Research Report
  • [Publications] 佐藤忠信・土岐憲三・望月俊宏: "震動制御効果に及ぼす非制御震動モードの影響" 第2回震動制御コロキウムPARTB講演論文集. 135-142 (1993)

    • Related Report
      1993 Annual Research Report
  • [Publications] 佐藤忠信・土岐憲三・望月俊宏・吉川正昭: "ATMDによる構造物の複数振動モードの震動制御" 第3回システム最適化に関するシンポジウム講演論文集. 259-264 (1993)

    • Related Report
      1993 Annual Research Report
  • [Publications] 土岐 憲三・佐藤 忠信 望月 俊宏: "構造物への入力地震動を考慮した最適震動制御に関する研究" 京都大学防災研究所年報. 第35号B-2. 17-27 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] 土岐 憲三・佐藤 忠信・橋本 雅道: "ニューラルネットワークを用いた構造物の最適震動制御" アクティブ制震(振)シンポジウム論文集. 109-116 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] Toki,K.and T.Sato: "Predictive control of seismic response of structure taking into account the soil-strucure interaction" Proc.of 1st European Conf.on Smart Structures and Materials. 245-250 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] 土岐 憲三.佐藤 忠信.橋本 雅道: "作用時間遅れを考慮した構造物の震動制御" 土木学会論文集. No428. 193-202 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] 土岐 憲三.佐藤 忠信.松島 秀典: "地盤-構造物系の動的相互作用を考慮した震動制御" 震動制御コロキウムPART.B講演論文集. 257-263 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] 土岐 憲三.松島 秀典.佐藤 忠信.橋本 雅道: "地盤構造物系の動的相互作用を考慮した震動制御" 第2回システム最適化に関するシンポジウム講演論文集. 15-20 (1991)

    • Related Report
      1991 Annual Research Report

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Published: 1991-04-01   Modified: 2016-04-21  

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