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Untitled
The Institute of Theoretical and Applied Mechanics
6
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on USB, paper 4010.:
PDF
Dynamic Analysis Model of Viscoelastic Dampers Considering Temperature-Rise and Heat Convection Under Long-Duration Loading
Osabel, Dave
;
Kasai, Kazuhiko
Viscoelastic dampers dissipate energy through shear deformation of the viscoelastic materials; generating heat within the material causing it to soften. Therefore, under [...]
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2.
Original version of the author's contribution as presented on USB, paper 2935.:
PDF
Collapse Mechanism of Wide-Area Suspended Ceiling Based on Full-Scale Shake Table Experiment of School Gymnasium
Kajiwara, Koichi
;
Sasaki, Tomohiro
In the 2011 off the Pacific coast of Tohoku Earthquake, a lot of suspended ceilings suffered damage and collapsed due to lack of their seismic performance. New seismic st [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0012.:
PDF
Evaluation of Seismically Isolated Tall Building Based on Long-Term Monitoring
Sato, Daiki
;
Kitamura, Haruyuki
Recently, the number of monitoring reports of seismically isolated building is gradually increasing. In this paper, a long-term dense monitoring system of seismically iso [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0046.:
PDF
Shaking Table Tests for a 10-Story Frame Using Combinations of Hysteretic and Viscous Dampers
Atsumi, Takahiro
;
Yoshie, Keisuke
A lot of researches on the seismic vibration control system show that they have effect on mitigating seismic damage. Most researches on structures with damper devices sub [...]
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5.
Original version of the author's contribution as presented on CD, paper No. 5024.:
PDF
Responses of Base-Isolated Buildings in Tokyo during the 2011 Great East Japan Earthquake
Matsuda, K.
;
Sato, D.
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6.
Original version of the author's contribution as presented on CD, paper No. 1493.:
PDF
E-Defense Shaking Table Tests on a Steel High-rise Building Retrofitted by Dampers against Long-period Ground Motions
Sato, Daiki
;
Fukuwa, Nobuo
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5
Sato, Daiki
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