Overall test outline and response of building without dampers: 3D shake table tests on full scale 5-story steel building with dampers part 1

被引：0
|
作者：
Kasai K. [1 ]
Hikino T. [2 ]
Ito H. [1 ]
Ooki Y. [3 ]
Motoyui S. [4 ]
Kato F. [4 ]
Baba Y. [4 ]
机构：
[1] Str'l Eng. Research Center, Tokyo Inst. of Technology
[2] Hyogo Earthq. Eng. Research Center, NIED
[3] Center for Urban Earthq. Eng., Tokyo Inst. of Technology
[4] Dept. of Built Environment, Tokyo Inst. of Technology
来源：
Journal of Structural and Construction Engineering | 2011年 / 76卷 / 663期
关键词：
Dynamic property; E-Defense; Full scale test; Passive control; Shaking table; Steel building;
D O I：
10.3130/aijs.76.997
中图分类号：
学科分类号：
摘要：
Realistic three-dimensional shake table tests using C-Defense were conducted for full-scale 5-story building specimens with/without dampers to evaluate seismic performance, under ground motions of a variety of scales ranging from minor to catastrophic levels. The building was tested repeatedly, inserting and replacing each of 4 damper types, i.e., steel, viscous, oil, and viscoelastic dampers. This paper focuses on the tests conducted without dampers at the end of the whole test series, and discusses responses and properties of the steel frame portion of the specimen.
引用
收藏
页码：997 / 1006
页数：9
相关论文
共 18 条
  • [1] Test results for building with steel dampers: 3D shake table tests on full scale 5-story steel building with dampers Part 2
    [J]. Kasai, K., 1600, Architectural Institute of Japan (77):
  • [2] 3-D shake table tests on full-scale 5-story steel building with viscous dampers
    Kasai, Kazuhiko
    Yamagiwa, Hajime
    Nishijima, Masato
    Baba, Yuki
    Ito, Hiroshi
    Hikino, Tsuyoshi
    Ooki, Yoji
    [J]. Journal of Structural and Construction Engineering, 2014, 79 (695): : 47 - 56
  • [3] 3-D shake table tests on full-scale 5-story steel building with oil dampers
    [J]. 1999, Architectural Institute of Japan (78):
  • [4] 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):
  • [5] 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
    Ooki, Y.
    Kasai, K.
    Motoyui, S.
    Kaneko, K.
    Kajiwara, K.
    Hikino, T.
    [J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 93 - +
  • [6] Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1: Test concept, method, and building specimen
    Kasai, K.
    Motoyui, S.
    Ozaki, H.
    Ishii, M.
    Ito, H.
    Kajiwara, K.
    Hikino, T.
    [J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 11 - +
  • [7] Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 2: Preliminary analysis results
    Kasai, K.
    Ooki, Y.
    Ito, H.
    Motoyui, S.
    Hikino, T.
    Sato, E.
    [J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 87 - +
  • [8] Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table
    Ebrahimian, Hamed
    Astroza, Rodrigo
    Conte, Joel P.
    Hutchinson, Tara C.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2018, 144 (03)
  • [9] Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building
    Fiorino, Luigi
    Macillo, Vincenzo
    Landolfo, Raffaele
    [J]. ENGINEERING STRUCTURES, 2017, 151 : 633 - 647
  • [10] Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program
    Wang, Xiang
    Astroza, Rodrigo
    Hutchinson, Tara C.
    Conte, Joel P.
    Restrepo, Jose I.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (14): : 2507 - 2527
12