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Extentions of Hybrid Structural Testing

Research Project

Project/Area Number 02555127
Research Category

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

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionKobe University

Principal Investigator

NAKASHIMA Masayoshi  Kobe Univ. Dept. Environ. Planning Assoc. Prof., 工学部, 助教授 (00207771)

Co-Investigator(Kenkyū-buntansha) FUJITA Katsuhisa  Mitsubishi Heavy Industry, Takasago Res. Inst. Assoc. Director, 高砂研究所, 次長
YAMAZAKI Yutaka  Building Res. Inst. Minstry of Const. Director, 第四研究部, 部長
HIRAI Kazumasa  Kobe Univ. Dept. System Engrg. Prof., 工学部, 教授 (30031058)
Project Period (FY) 1990 – 1991
Project Status Completed (Fiscal Year 1991)
Budget Amount *help
¥7,800,000 (Direct Cost: ¥7,800,000)
Fiscal Year 1991: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1990: ¥7,000,000 (Direct Cost: ¥7,000,000)
KeywordsBuilding Structures / Experiment / Computer / Earthqnake Response / Substructuring / Dynamic Response / 耐震工学 / 構造実験 / オンライン応答実験 / 高速載荷 / ディジタルサ-ボ機構
Research Abstract

The hybrid testing is an experimental technique for simulating earthquake responses of structures. Because of the limitation in actuator control as well as the stability constraint in the direct integration, this testing has been employed only for flexible structures and/or structures with few degrees of freedom. The purpose of this study is to overcome those difficulties involved in the hybrid testing and make the testing a more reliable experimental tool for the simulation of earthquake responses. First, a new integration method that is usable to the hybrid testing but yet possible to reduce the stability constraint is devised. Nest, a digital serve mechanism that can improve the actuator control is developed. Then, a new type of hybrid testing system into which both the new integration algorithm and digital servo mechanism are incorporated is established. Using this system, a hybrid test was applied to a structure having a viscous damper, and the effectiveness of the system was calibrated. The test resolts revealed that the new system can provide approximately a 10 times more accuracy in actuator control than conventional hybrid testing systems and also that the new integration algorithm can remove the stability constraint almost completely. In the test, 4substructuring techniques were combined with the basics of the hybrid testing, and the potential of this treatment was also evaluated.

Report

(3 results)
  • 1991 Annual Research Report   Final Research Report Summary
  • 1990 Annual Research Report
  • Research Products

    (15 results)

All Other

All Publications (15 results)

  • [Publications] M.Nakashima et al.: "Integration Techniques for Substructure Pseudo Dynamic Test" Proceedings of the Fourth U.S.National Conference on Earthquake Engineering. 2. 515-524 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] 加藤 博人,山崎 裕,上之薗 隆志,中島 正愛: "サブストラクチャ法を用いた仮動的実験の開発(その3)粘性ダンパ-を対象にした高速仮動的実験" 第8回日本地震工学シンポジウム論文集. 2. 1947-1952 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] 増田 匡,中島 正愛: "鉄骨柱部材の復元力特性に及ぼす載荷速度の影響" 第8回日本地震工学シンポジウム論文集. 2. 1389-1394 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] M.Nakashima,H.Kato,& E.Takaoka: "Development of Real-Time Pseudo Dynamic Testing" Earthquake Engineering and Structural Dynamics. 21. 79-92 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] M. Nakashima, et al.: "Integration Techniques for Substructure Pseudo Dynamic Test" Pros. 4th US Nat. Conf. on Earthquake Engrg. 2. 515-524 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] H. Kato, Y. Yamazaki, T. Kaminosono, and M. Nakashima: "Fast Pseudo Dynamic Test using a Viscous Damper" Pros. 8th Japan Symp. on Earthquake Engrg. 2. 1947-1952 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] T. Masuda and M. Nakashima: "Effect of Loading Rate on Hysteretic Behavior of Steel Members" Pros. 8th Japan Symp. on Earthquake Engrg. 2. 1389-1394 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] M. Nakashima, H. Kato, and E. Takaoka: "Development of Real-Time Pseudo Dynamic Testing" Earthquake Engrg. and Struct. Dynamics. 21. 79-92 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] M.Nakashima et al.: "Integration Techniques for Substructure Pseudo Dynamic Test" Proceedings of the Fourth U.S.National Conference on Earthquake Engineering. 2. 515-524 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] 加藤 博人,山崎 裕,上之薗 隆志,中島 正愛: "サブストラクチャ法を用いた仮動的実験の開発(その3)粘性ダンパ-を対象にした高速仮動的実験" 第8回日本地震工学シンポジウム論文集. 2. 1947-1952 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] 増田 匡,中島 正愛: "鉄骨柱部材の復元力特性に及ぼす載荷速度の影響" 第8回日本地震工学シンポジウム論文集. 2. 1389-1394 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] M.Nakashima,H.Kato,&E.Takaoka: "Development of Real-Time Pseudo Dynamic Testing" Earthquake Engineering and Structural Dynamics. 21. 79-92 (1992)

    • Related Report
      1991 Annual Research Report
  • [Publications] 中島 正愛: "サブストラクチャ仮動的実験のための数値積分法" 日本建築学会構造系論文報告集. 417号. 107-117 (1990)

    • Related Report
      1990 Annual Research Report
  • [Publications] 加藤 博人: "サブストラクチャ法を用いた仮動的実験の開発(その3)粘性ダンバ-を対象にした高速加力仮動的実験" 第8回日本地震工学シンポジウム論文集. 2. 1947-1952 (1990)

    • Related Report
      1990 Annual Research Report
  • [Publications] 中島 正愛: "リアルタイムオンライン応答実験の開発" 日本建築学会近畿支部報告集.

    • Related Report
      1990 Annual Research Report

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Published: 1990-04-01   Modified: 2016-04-21  

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