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JDR Vol.11 No.1 pp. 97-105
(2016)
doi: 10.20965/jdr.2016.p0097

Paper:

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Shaking Table Test of Quarter Scale 20 Story RC Moment Frame Building Subjected to Long Period Ground Motions

Kuniyoshi Sugimoto*, Kenji Yonezawa**, Hideo Katsumata**, and Hiroshi Fukuyama***

*Institute of Urban Innovation, Yokohama National University
79-5 Tokiwadai, Hodogaya-ku, Yokohama, Kanagawa 240-8501, Japan

**Technical Research Institute, Obayashi Corporation, Tokyo, Japan

***National Institute for Land and Infrastructure Management,
Ministry of Land, Infrastructure and Transport, Ibaraki, Japan

Received:
July 31, 2015
Accepted:
January 16, 2016
Published:
February 1, 2016
Creative Commons License
Keywords:
reinforced concrete, long period ground motion, high-rise building, hysteretic damping
Abstract
Shaking table test of a quarter-scale 20-story reinforced concrete building model was carried out. Employed input waves were kinds of long period and long duration ground motion. Test results showed that structural slabs were fully effective for building strength, which could be expressed in detailed analysis using nonlinear FEM. However, the observed hysteretic damping after yielding was fairly smaller than the expected by the current design custom, which caused smaller and unsafe estimated response than that observed in the test.
Cite this article as:
K. Sugimoto, K. Yonezawa, H. Katsumata, and H. Fukuyama, “Shaking Table Test of Quarter Scale 20 Story RC Moment Frame Building Subjected to Long Period Ground Motions,” J. Disaster Res., Vol.11 No.1, pp. 97-105, 2016.
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