21109 Excitation Experiment and Response Analysis for Small Base Isolation System using Friction Bearing

2013 ◽  
Vol 2013.19 (0) ◽  
pp. 513-514
Author(s):  
Mikito KEZUKA ◽  
Katsumi KURITA ◽  
Shigeru AOKI ◽  
Yuji NAKANISHI ◽  
Kazutoshi TOMINAGA ◽  
...  
2012 ◽  
Vol 2012.18 (0) ◽  
pp. 549-550
Author(s):  
Katsumi KURITA ◽  
Shigeru AOKI ◽  
Yuji NAKANISHI ◽  
Kazutoshi TOMINAGA ◽  
Mitsuo KANAZAWA ◽  
...  

2013 ◽  
Vol 79 (801) ◽  
pp. 1247-1255
Author(s):  
Mikito KEZUKA ◽  
Katsumi KURITA ◽  
Shigeru AOKI ◽  
Yuji NAKANISHI ◽  
Kazutoshi TOMINAGA ◽  
...  

Author(s):  
Shigeru Aoki ◽  
Yuji Nakanishi ◽  
Kazutoshi Tominaga ◽  
Takeshi Otaka ◽  
Tadashi Nishimura ◽  
...  

Reduction of seismic response of mechanical system is important problem for aseismic design. Some types of base isolation systems are developed and used in actual base of buildings and floors in buildings for reduction of seismic response of mechanincal system. In this paper, a base isolation system utilizing bearing with friction and restoring force of bearing is proposed. Friction bearing consists of two plates having spherical concaves and oval type metal or spherical metal with rubber. First, effectiveness of the base isolation system is examined experimentally. Using artificial time histories, the isolated table is shaken on the shaking table. The maximum value of response is reduced and sum of squares of response is significantly reduced. Power spectrum is significantly reduced in almost of all frequency regions, except for very low frequency region. Next, in order to examine reduction of seismic response of actual mechanical system, a console rack is set on the isolated plate. Seismic response is also significantly reduced. Finally, obtained results of experiment are examined by simulation method. An analytical model considering friction and restoring force is used. From simulation method, effectiveness of the proposed base isolation system is demonstrated.


2015 ◽  
Vol 2015.21 (0) ◽  
pp. _20418-1_-_20418-2_
Author(s):  
Katsumi KURITA ◽  
Shigeru AOKI ◽  
Yuji NAKANISHI ◽  
Kazutoshi TOMONAGA ◽  
Mitsuo KANAZAWA

2013 ◽  
Vol 2013.19 (0) ◽  
pp. 519-520
Author(s):  
Katsumi Kurita ◽  
Shigeru Aoki ◽  
Yuji Nakanishi ◽  
Kazutoshi Tominaga ◽  
Mitsuo Kanazawa ◽  
...  

2013 ◽  
Vol 2013 (0) ◽  
pp. _G101041-1-_G101041-5
Author(s):  
Katsumi KURITA ◽  
Shigeru AOKI ◽  
Mikito KEZUKA ◽  
Yuuji NAKANISHI ◽  
Kazutoshi TOMINAGA ◽  
...  

2012 ◽  
Vol 256-259 ◽  
pp. 2254-2257
Author(s):  
Q. Rong

Based on the bilinear hysteretic model, the elastic-plastic time history analysis of single mass point for parallel base isolation system is carried out. The approximate treatment method of the inflexion point is introduced and the formula of each energy consumption for parallel base-isolated structure is given. Through an engineering example, the time history curve of each energy dissipation for parallel base-isolated system is drawn, and the isolation effect is given.


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