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Assessment of Deterioration, Residual Strength and Seismic Performance for Historical Stone Masonry Structures

Research Project

Project/Area Number 09450177
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field 構造工学・地震工学
Research InstitutionKyushu University

Principal Investigator

HIKOSAWA Hiroshi  Kyushu University, Department of Civil and Structural Engineering, Professor, 工学研究科, 教授 (10037864)

Co-Investigator(Kenkyū-buntansha) LIU Yuqing  Kyushu University, Department of Civil and Structural Engineering, Research Associate, 大学院・工学研究科, 助手 (40284533)
SONODA Yoshimi  Kyushu University, Department of Civil and Structural Engineering, Associate Professor, 大学院・工学研究科, 助教授 (40304737)
松下 博通  九州大学, 工学部, 教授 (10038036)
Project Period (FY) 1997 – 1999
Project Status Completed (Fiscal Year 1999)
Budget Amount *help
¥6,200,000 (Direct Cost: ¥6,200,000)
Fiscal Year 1999: ¥1,600,000 (Direct Cost: ¥1,600,000)
Fiscal Year 1998: ¥1,500,000 (Direct Cost: ¥1,500,000)
Fiscal Year 1997: ¥3,100,000 (Direct Cost: ¥3,100,000)
Keywordsstone arch bridge / fracture mechanics / rigid body-spring model
Research Abstract

Old stone arch bridges in Japan are ,as well as those in European countries, historical landmarks and excellent reminders of the civil engineering heritage. Big difference of situations, however, that masonry arch bridges from an important part on the highway network in some European countries, whereas they don't at all in Japan. There are about 40000 brick or stone masonry arch bridges in the United Kingdom, representing about 40% of the bridge stock ; of about 59000 bridges in France with a span of 5 m at least, 60% are masonry bridges. Japan has approximately 122 thousand highway bridges presenting a length exceeding 15m, however only 0.3% (369 in number) are stone masonry arch bridges. The history of stone arch bridge in Japan is also very new compared with that in Europe ; the first stone arch bridge in Japan was built in the mid-17th century by a Chinese monk, while six of the eight stone bridges the Roman built over the Tiber between 200 B.C and A.D. 260 still stand.
Between 1845 … More and 1849 a series of five multi-span stone-masonry arch bridges was built in Kagoshima City, Japan, and they carried roadway traffic till quite recently. Each bridge had four or five circular arches giving a total length of 45 to 70m. In August,1993, two of these 150-year-old bridges were swept away due to scour around the piers during a storm flood. In order to execute the river conservation works and to avoid the possible future loss of the cultural built heritage, the authorities decided to relocate the three surviving bridges to a safe site. Prior to the relocation, comprehensive material tests were performed to establish the condition and quality of the original stones. The size, depth, type and condition of the original foundations were also confirmed. The nonlinear static behavior of multi-span stone arch bridges was predicted considering the discontinuity of each masonry element. The soil-structure interaction under a severe earthquake was also assessed by 2-D finite element method. Less

Report

(4 results)
  • 1999 Annual Research Report   Final Research Report Summary
  • 1998 Annual Research Report
  • 1997 Annual Research Report
  • Research Products

    (20 results)

All Other

All Publications (20 results)

  • [Publications] 楊 国平: "Nominal Strength Size Effect of Brittle Materials Based on Micromechanics"土木学会構造工学論文集. Vol.43A. 485-492 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 彦坂 熙: "不連続体力学モデルによる古い多連式石造アーチ橋の強度評価法"土木学会構造工学論文集. Vol.43A. 995-1001 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 彦坂 熙: "モルタル強度をパラメータとするコンクリートの準微視的破壊過程の解析"セメント・コンクリート論文集. 51. 852-857 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] John Bolander: "Fracture in Concrete Speciments of Differing Scale"Engineering Computations. Vol. 15. 1094-1116 (1998)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 彦坂 熙: "Relocation and Strengthening of 150 Year Old Multi-Span Stone Arch Bridges"Proceedings of the 8th International Conference on Structural Faults and Repair. 1-8 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 斉藤成彦: "Numerical Analyses of Reinforced Concrete Structures Using Spring Network Models"土木学会論文集. No.627. 289-303 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] G. Yang & H.Hikisaka: "Nominal Strength Size Effect of Brittle Materials Based on Micromechanics"Journal of Structural Engineering, JSCE. Vol. 43A. 485-492 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] H. Hikosawa , Y. Liu & H. Matsusita: "Strength Assessment of Ancient Multi-Span Stone Arch Bridges Using Non-Continuum Modeling"Journal of Structural Engineering, JSCE. Vol. 43A. 995-1001 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] H. Hikosawa & Y. Liu: "Effect of Mortar Strength on Mesoscopic Failure Process in Concrete"JCA proceedings of Cement & Concrete. No. 51. 852-857 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] J. Bolander, H. Hikosaka & W. He: "Fracture in Concrete Specimens of Differing Scale"Engineering Computations. Vol. 15,No. 8. 1094-1116 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] H. Hikosaka, Y. Li & R. Haseba: "Relocation and Strengthening of 150 Year Old Multi-Span Stone Arch Bridges"Proceeding of the 8th International Conference on Structural Faults and Repair, London. (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] S. Saito & H. Hikosaka: "Numerical Analyses of Reinforced Concrete Structures Using Spring Networks Models"Journal of Materials, Concrete Structures and Pavements, JSCE. No. 627/V-44. 289-303 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 彦坂 煕: "Relocation and Strengthening of 150 year Old Mukti-Span Stone Arch Bridges"Proceedings of the 8th International Conference on Structural Faults and Repair. Vol.1. 1-8 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 斉藤 成彦: "Numerical Analyses of Rdinforced Concrets Structures Using Spring Network Models"土木学会論文集. No.627. 289-303 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 劉 玉〓: "炭素繊維シートで補強されたRC部材の破壊挙動の有限要素解析" コンクリート工学年次論文報告集. 20-3. 1-6 (1998)

    • Related Report
      1998 Annual Research Report
  • [Publications] 劉 玉〓: "Random Particle Modeling of Mesoscopic Failure in Concrete" Proceedings of the 3rd China Association for Science and Technology Conference. 476-478 (1998)

    • Related Report
      1998 Annual Research Report
  • [Publications] 彦坂 煕: "Round Robin Analysis on Bond" Preliminary Report on Tension ofReinforced Concrete Prisms. RILEM Technical Committee 147-FMB. 1-10 (1998)

    • Related Report
      1998 Annual Research Report
  • [Publications] John Bolander Jr.: "Fracture in Concrete Specimens of Differing Scale" Engineering Computations. 15-8. 1094-1116 (1998)

    • Related Report
      1998 Annual Research Report
  • [Publications] 彦坂 熙: "不連続体力学モデルによる古い多連式石造アーチ橋の強度評価法" 土木学会構造工学論文集. Vol.43A. 995-1001 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] 彦坂 熙: "モルタル強度をパラメータとするコンクリートの準微視的破壊過程の解析" セメント・コンクリート論文集. 51号. 852-857 (1997)

    • Related Report
      1997 Annual Research Report

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Published: 1997-04-01   Modified: 2016-04-21  

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