Development and Application oSfeismically Response-control
| Project/Area Number |
22360219
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Hokkaido University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
ASARI Tetsuhiro 北海道大学, 大学院・工学研究院, 助教 (90250472)
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| Co-Investigator(Renkei-kenkyūsha) |
AZUHATA Tatsuya 国土技術政策総合研究所, 建築研究部, 室長 (00251629)
ISHIHARA Tadashi 独立行政法人建築研究所, 建築生産研究 グループ, 主任研究官 (50370747)
OKAZAKI Taichiro 北海道大学, 大学院・工学研究院, 准教授 (20414964)
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| Project Period (FY) |
2010 – 2012
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| Project Status |
Completed (Fiscal Year 2012)
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| Budget Amount *help |
¥17,420,000 (Direct Cost: ¥13,400,000、Indirect Cost: ¥4,020,000)
Fiscal Year 2012: ¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2011: ¥5,850,000 (Direct Cost: ¥4,500,000、Indirect Cost: ¥1,350,000)
Fiscal Year 2010: ¥6,110,000 (Direct Cost: ¥4,700,000、Indirect Cost: ¥1,410,000)
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| Keywords | 建築構造 / 制振 / ロッキング / 地震応答低減 / 耐震設計 |
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| Research Abstract |
The steel frames with uplift column-bases are implemented as response-control structural systems that reduce the seismic effects by exploiting the gravity effect generally deteriorating the seismic performance of ordinary structures. The reduction effect on the seismic response of the base-plate-yielding (BPY) rocking systems with columns allowed to uplift has been evaluated and examined. The advantages and disadvantages of the systems have also been discussed. This study presents the seismic response characteristics with emphasis on the torsional behavior of the BPY systems and proposes the advanced rocking systems resolving the disadvantage of the BPY systems towards developing and applying widely the rocking structural systems. Finally, some suggestions and recommendations are made on the seismic design of the rocking systems.
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Report
(4 results)
Research Products
(59 results)
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[Presentation] Multi-dimensional Earthquake Response of Se-lfcentering Building Structural System Using Upliftresilient steel braced fersamwithMechanism2012
Author(s)
Azuhata,T.,Ishihara,T. and Midorikawa,Eatherton, Jerome Hajjar, Toru Takeuchi , Kazuhiko Kasai and Mitsumasa Midorikawa, EarthquakeM
Organizer
15th World Conferencecontrolled rocking and energyon Earthquake Engineeinrg, September,dissipating fuse,sSteel Construction
Place of Presentation
Lisbon, Portuga
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[Presentation] Earthquake Resilient Steel Braced Frames with Controlled Rocking and Energy Dissipating Fuses2011
Author(s)
Deierlein, G., Ma, X., Eatherton, M,.Hajjar, J., Krawinkler, H., Takeuchi, T., Kasai, K. and Midorikawa, M.
Organizer
6th European Conference on Steel and Composite Structures (EUROSTEEL201,1)
Place of Presentation
Budapest Univ. of Tech. and Economics, (Budapest, Hungary)
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[Presentation] Large-scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipating Fuses2010
Author(s)
Ma, X., Deierlein, G., Eatherton, M.,Krawinkler, H., Hajjar, J., Takeuchi, T., Kasai, K., Midorikawa, M. and Hikino, T.
Organizer
9th U.S. National and 10th Canadian Conference on Earthquake Engineering
Place of Presentation
Toronto, Ontario, Canada,Westin Harbour Castle Hotel
Related Report
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[Presentation] Three-dimensional Shaking TableTests on Three-story Reduced-scaleSteel Rocking Frames2010
Author(s)
Midorikawa,M. , Ishihara,T. ,Azuhata,T.,T., Takai, S., Kanagawa,M., Hori, H., Kusakari, T. and Asari,T.
Organizer
9th U.S.National and 10th Canadian Conferenceon Earthquake Engineering
Place of Presentation
Toronto, Ontario, Canada, Westin Harbour Castle Hotel
Related Report
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[Presentation] Large-scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipating Fuses2010
Author(s)
Ma, X., Deierlein, G., Eatherton, M., Krawinkler, H., et al.
Organizer
9th U.S. National and 10th Canadian Conference on Earthquake Engineering
Place of Presentation
Westin Harbour Castle Hotel Toronto, Ontario, Canada
Related Report
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