| Project/Area Number |
11355024
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 展開研究 |
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| Research Field |
Building structures/materials
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| Research Institution | The University of Tokyo |
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Principal Investigator |
KUWAMURA Hitoshi The Univ. of Tokyo, Graduate School of Engineering, Professor, 大学院・工学系研究科, 教授 (20234635)
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| Co-Investigator(Kenkyū-buntansha) |
INABA Yuichiro The Univ. of Tokyo, Graduate School of Engineering, Res. Associate, 大学院・工学系研究科, 助手 (90312975)
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| Project Period (FY) |
1999 – 2001
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| Project Status |
Completed (Fiscal Year 2001)
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| Budget Amount *help |
¥36,450,000 (Direct Cost: ¥33,900,000、Indirect Cost: ¥2,550,000)
Fiscal Year 2001: ¥11,050,000 (Direct Cost: ¥8,500,000、Indirect Cost: ¥2,550,000)
Fiscal Year 2000: ¥12,100,000 (Direct Cost: ¥12,100,000)
Fiscal Year 1999: ¥13,300,000 (Direct Cost: ¥13,300,000)
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| Keywords | High-Rise Building / Steel Structure / Brittle Fracture / Seismic Safety / Steel Material / Welding / Earthquake / Design Technology / 建築鉄骨 / 材料靱性 / 延性き裂 / 材料靭性 / 寸法効果 |
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| Research Abstract |
This research aims at clarifying the cause of brittle fracture in steel building frames as observed during the 1995 Hyogoken-Nanbu Earthquake which hit the modern urban city. The final target of this research is to propose a design method to prevent the brittle fracture which is anticipated in high rise buildings in earthquake-prone urban areas. This research deals with the following subjects :
1) How much degree of safety degradation is anticipated in steel structures by brittle fracture?
2) What is the possible mode of brittle fracture in tall steel buildings of modern architecture?
3) What is the governing property in steel material on brittle fracture?
4) What effect is given by welding on brittle fracture of steel connections?
5) What effect is given by hysteretic deformation during earthquake on brittle fracture?
6) How failsafe mechanism is possible after occurrence of brittle fracture in buildings?
7) How sophisticated design methodology can be provided for preventing brittle fracture from this research and current related knowledge.
This research, on the basis of the combination of experimental test and analytical simulation, has provided resolutions to the above questions as well as basic information on brittle fracture. From synthesizing these data, a tentative design and construction method is proposed. However, it is also understood that the phenomenon of brittle fracture during earthquake is a very complicated one including many physical factors, then further research is required to attain the final conclusions.
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