EXPERIMENTAL METHOD OF THE FULL SCALE SHAKING TABLE TEST USING THE INERTIAL LOADING EQUIPMENT-Reference-Cited by-同舟云学术

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EXPERIMENTAL METHOD OF THE FULL SCALE SHAKING TABLE TEST USING THE INERTIAL LOADING EQUIPMENT

Published:1998 Issue:505 Volume:63 Page:139-146
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

AKIYAMA Hiroshi¹,YAMADA Satoshi¹,MINOWA Chikahiro²,TERAMOTO Takayuki³,OTAKE Fumio⁴,YABE Yoshitaka⁵

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Univ. of Tokyo

2. Cooperative Research Officer, National Research Institute for Earth Science and Disaster Prevision

3. Dept. of Architecture, Faculty of Engineering, Science Univ. of Tokyo

4. Sumitomo Metal Industries, Ltd,Structural Engineering Dept.

5. Institute of Technology, Simizu Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/63/505/63_KJ00004100874/_pdf

Reference1 articles.

1. 2) HAGIWARA Y. Post-buckling Behavior during Earthquakes and Seismic Margin of FBR Main Vessels. ASME & JSME PVP. (1991) vol.45, p.259-271.

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1. Seismic Retrofitting Effects of Reinforcing Over-track Buildings with Knee-brace Dampers;Quarterly Report of RTRI;2011

2. ENERGY DISSIPATION AND DISTRIBUTION RATIO IN A STEEL HIGH-RISE BUILDING SUBJECTED TO LONG-PERIOD GROUND MOTIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2010

3. Seismic behaviour of composite concrete-filled tube column-to-beam moment connections;Journal of Constructional Steel Research;2008-01

4. SHAKING TABLE TEST OF BEAM-END DAMPER FRAME USING MULTIPURPOSE INERTIAL MASS SYSTEM;Journal of Structural and Construction Engineering (Transactions of AIJ);2008

5. Dynamic characteristic identification on steel column bases installed in pendulum-type earthquake response observatory;KSME International Journal;2004-12

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