Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 2: Preliminary analysis results

被引：0
|
作者：
Kasai, K. [1 ]
Ooki, Y. [1 ]
Ito, H. [1 ]
Motoyui, S. [1 ]
Hikino, T. [2 ]
Sato, E. [2 ]
机构：
[1] Tokyo Inst Technol, Kanagawa, Japan
[2] Natl Res Inst Earth Sci & Disaster Prevent, Miki, Hyogo, Japan
来源：
STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2009年
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中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Realistic three-dimensional shaking table tests will be conducted in February and March 2009 for full-scale 5-story building specimens with or without dampers using the E-Defense. Prior to the shake table test, the 5-story building with or without dampers was preliminarily analyzed statically and dynamically. According to the results, the deformation of the building will be kept small even against the strong ground motion recorded during the 1995 Kobe earthquake.
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页码：87 / +
页数：2
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    Motoyui, S.
    Ozaki, H.
    Ishii, M.
    Ito, H.
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    Hikino, T.
    [J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 11 - +
  • [2] Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 3: Full-scale tests for dampers and beam-column subassemblies
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    Kasai, K.
    Motoyui, S.
    Kaneko, K.
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    [J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 93 - +
  • [3] 3-D shake table tests on full-scale 5-story steel building with viscous dampers
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    Nishijima, Masato
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    Ito, Hiroshi
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  • [4] 3-D shake table tests on full-scale 5-story steel building with oil dampers
    [J]. 1999, Architectural Institute of Japan (78):
  • [5] Test results for building with steel dampers: 3D shake table tests on full scale 5-story steel building with dampers Part 2
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    Lignos, Dimitrios G.
    Chung, Yu-Lin
    Fujiwara, Jun
    Kishida, Akiko
    Kajiwara, Koichi
    [J]. JOURNAL OF BUILDING ENGINEERING, 2024, 96
  • [8] Analytical study on 3-D shake table test results for full-scale 5-story steel building without dampers
    [J]. 2017, Architectural Institute of Japan (82):
  • [9] Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame
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    Ohsaki, M.
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  • [10] Overall test outline and response of building without dampers: 3D shake table tests on full scale 5-story steel building with dampers part 1
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    Hikino, Tsuyoshi
    Ito, Hiroshi
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    [J]. Journal of Structural and Construction Engineering, 2011, 76 (663): : 997 - 1006
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