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Development of Self Learning Device to Control Seismic Response of Civil Structures

Research Project

Project/Area Number 06558056
Research Category

Grant-in-Aid for Scientific Research (A)

Allocation TypeSingle-year Grants
Section試験
Research Field Natural disaster science
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

TOKI Kenzo  Kyoto Univ., Professor, 工学研究科, 教授 (10027229)

Co-Investigator(Kenkyū-buntansha) SAWADA Sumio  Kyoto Univ., Associate Professor, 工学研究科, 助教授 (70187293)
SATO Tadanobu  DPRI Kyoto Univ., Professor, 防災研究所, 教授 (00027294)
IEMURA Hirokazu  Kyoto Univ., Professor, 工学研究科, 教授 (10026362)
KAMEDA Hiroyuki  DPRI Kyoto Univ., Professor, 防災研究所, 教授 (80025949)
Project Period (FY) 1994 – 1996
Project Status Completed (Fiscal Year 1996)
Budget Amount *help
¥7,600,000 (Direct Cost: ¥7,600,000)
Fiscal Year 1996: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1995: ¥1,100,000 (Direct Cost: ¥1,100,000)
Fiscal Year 1994: ¥5,800,000 (Direct Cost: ¥5,800,000)
KeywordsVariable Damper / Damping Characteristics / Distal Signal Proseeor / Hybrid Structural Control / Real Time / バリアブルダンパー / 減水力特製 / 震動制御 / ニューラルネット / アダプティブコントロール / 自己学習機能 / アダプテイブコントロール
Research Abstract

A small-size variable damper without external accumulator was developed. A series of calibration tests have been conducted to develop a mechanical model of variable damper which gives the relationship among damping force, velocity of piston and valve opening ratio. The control algorithm to generate damper force is derived from mechanical model of the observed damper characteristics. The feature of the algorithm to determine the valve opening ratio is very simple without feedback mechanism, which is determined directly from measured piston velocity and the targeted damping force. The efficiency of developed control system were proved by producing various types of hysteric relationship between damping force and piston displacement.
We developed a hybrid simulation system to be used for structural control analyzes and experiments. There are five units in the system which are the seismic motion generator, the structural response analyzer, the control signal generator, the control force generator and digital filters. Part of the units is composed of either of a digital signal processor (DSP) or an actual model of structure and a control device. The system is highly adaptable to all types of experiments in the structural control research field because we can simulate various situations by combining proper units in the system. The application of developed simulator to a structural model with the active mass driver system reveals an efficiency of this system.

Report

(4 results)
  • 1996 Annual Research Report   Final Research Report Summary
  • 1995 Annual Research Report
  • 1994 Annual Research Report
  • Research Products

    (22 results)

All Other

All Publications (22 results)

  • [Publications] T. Sato, M. sato, S. Tanaka, K. Toki: "Modeling of a variable damper and its application" 2nd International Workshop on Structural Control. 482-486 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T. Sato, K. Takei, N. Yamasita: "A Recursive Non-Linear Structural Identification with Fading Memory" Proceedings of the Sixth NTU-KU-KAIST Tri-Lateral Seminar/Workshop on Civil Engineering. 81-86 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 佐藤忠信,佐藤誠,田中悟: "バリアブルダンパーによる減衰力の制御" 免震制震コロキウム講演論文集. 225-232 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T.Sato, M.sato, S.Tanaka and K.Toki: "Modeling of a variable damper and its application" 2nd International Workshop on Structural Control. 482-486 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T.Sato, K.Takei and N.Yamasita: "A Recursive Non-LinearStructural Identification with Fading Memory" Proceedings of the Sixth NTU-KU-KAIST Tri-Lateral Seminar/Workshop on Civil Engineering. 81-86 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T.Sato, M.sato and S.Tanaka: "Control of the Damping Force Using a Variable Damper" Proceedings of the 1st Colloquium on Seismic Lsolation and Response Control. 25-232 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T.Sato,M.sato,S.Tanaka,K.Toki: "Modeling of a variable damper and its application" 2nd International Workshop on Structural Control. 482-486 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] T.Sato,K.Takei,N.Yamasita: "A Recursive Non-Linear Structural Identification with Fading Memory" Proceedings of the Sixth NTU-KU-KAIST Tri-Lateral Seminar / Workshop on Civil Engineering. 81-86 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 佐藤忠信,佐藤誠,田中悟: "バリアブルダンパーによる減衰力の制御" 免震制震コロキウム講演論文集. 225-232 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 佐藤 忠信: "可動質量型制振装置を用いた構造物の閉開ループ震動制御" 土木学会論文集. 525. 201-211 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] Tadanobu Sato: "Self-learning Structural Identification Algorithm" Proc. of the Smart Structures and Integrated Systems. 503-510 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 家村 浩和: "AMDの可動質量変位制約を考慮した非線形制御則" 第3回振動制御コロキウム講演論文集. B. 111-118 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 家村 浩和: "ハイブリッド制震装置の定点理論に基づくフィードバック制御" 第23回地震工学研究発表会講演概要集. 505-508 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] Kenzo Toki: "Active Control of Seismic Response of Stracture by a mass driver system" Proc. 1st World Conf. Strural Control. 3. FPI-33-FPI-42 (1994)

    • Related Report
      1995 Annual Research Report
  • [Publications] 佐藤 忠信: "ニューラルネットワークによる模型構造物の地震時応答特性の同定" 第3回振動制御コロキウム講演論文集. B. 119-126 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] Kioyono.J: "Development of Stochastic.Discrete Wave-Number Method for Seismic Response Analysis of the Ground with Irregular" Earthquake Resistart Construction and Desigr Second Couference. vol.1. 69-76 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] Toki.K: "Closed-Open-Loop Control of Seismic Response of Structure with Active Mass Driver System" Proceedings of the Third U.S.-Japan Work-Shop on Earthquake Protective Sistems for Bridges. 3-81-3-94 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] Sato.T: "Modeling of Phase Characteristics for Synthesizing Strong Earthqtuake" Proceedlngs of the 9th Japan Earthquake Engineering Simopsium. vol.3. E-025-E-030 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 佐藤忠信: "自己学習機能を有する構造同定アルゴリズム" 第9回日本地震工学シンポジウム. vol.2. 1729-1734 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 土岐憲三: "AMDによる模型構造物の地震応答制御" 第9回日本地震工学シンポジウム. vol.2. 1921-1926 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] Sato.T: "Identification and Simulation of Earthquake Ground Motion Inverse Analysis in Geomechanics'94" Proceedings of International Workshop. 37-45 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 佐藤忠信: "ニューラルネットワークによる線形構造系の同定" 京都大学防災研究所年報. 37B-2. 1-14 (1994)

    • Related Report
      1994 Annual Research Report

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Published: 1994-04-01   Modified: 2016-04-21  

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