Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1: Test concept, method, and building specimen

被引：0

作者：

Kasai, K. ^{[1
]}

Motoyui, S. ^{[1
]}

Ozaki, H. ^{[2
]}

Ishii, M. ^{[2
]}

Ito, H. ^{[1
]}

Kajiwara, K. ^{[3
]}

Hikino, T. ^{[3
]}

机构：

[1] Tokyo Inst Technol, Midori Ku, Yokohama, Kanagawa 227, Japan

[2] Nikkenn Sekkei Inc, Tokyo, Japan

[3] Natl Res Inst Earth Sci & Disaster Prevent, Miki, Hyogo, Japan

来源：

STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2009年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Realistic simulations of earthquake responses will be conducted in March 2009 for the full-scale 5-story building specimens with dampers using the E-Defcnse, the world's largest three-dimensional shake table. The building will be tested repeatedly, inserting and replacing each of 4 damper types, i.e., steel damper, oil damper, viscous damper, and viscoelastic damper. This paper discusses test concept and method, as well as details of the 5-story building specimen. Performance improvement by the dampers will be addressed for moderately tall buildings that constitute a major portion of the building stock.

引用

页码：11 / +

页数：2

共 24 条

[1] 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 - +
[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
Ooki, Y.
Kasai, K.
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Hikino, T.
[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
Kasai, Kazuhiko
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Ooki, Yoji
[J]. Journal of Structural and Construction Engineering, 2014, 79 (695): : 47 - 56
[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
[J]. Kasai, K, 1600, Architectural Institute of Japan (77):
[6] Overall test outline and response of building without dampers: 3D shake table tests on full scale 5-story steel building with dampers part 1
Kasai, Kazuhiko
Hikino, Tsuyoshi
Ito, Hiroshi
Ooki, Yoji
Motoyui, Shojiro
Kato, Fumito
Baba, Yuki
[J]. Journal of Structural and Construction Engineering, 2011, 76 (663): : 997 - 1006
[7] 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):
[8] Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table
Jin, Jialiang
Nagae, Takuya
Asai, Tatsuya
Okazaki, Taichiro
Li, Jionghui
Lignos, Dimitrios G.
Chung, Yu-Lin
Fujiwara, Jun
Kishida, Akiko
Kajiwara, Koichi
[J]. JOURNAL OF BUILDING ENGINEERING, 2024, 96
[9] Collapse Assessment of Steel Moment Frames Based on E-Defense Full-Scale Shake Table Collapse Tests
Lignos, Dimitrios G.
Hikino, Tsuyoshi
Matsuoka, Yuichi
Nakashima, Masayoshi
[J]. JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (01) : 120 - 132
[10] Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame
Hikino, T.
Ohsaki, M.
Kasai, K.
Nakashima, M.
[J]. STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 137 - +

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