G1001003 Basic Study on Rocking Motion Considering Sliding of Self-Standing Structure Subjected to Base Excitation

2015 ◽  
Vol 2015 (0) ◽  
pp. _G1001003--_G1001003-
Author(s):  
Hideki SAKURAI ◽  
Tomohiro ITO ◽  
Atsuhiko SHINTANI ◽  
Chihiro NAKAGAWA
Author(s):  
Atsuhiko Shintani ◽  
Tomohiro Ito ◽  
Chihiro Nakagawa

Abstract In this study, the effectiveness of coaxial circular cylinders containing a highly viscous liquid in annular spaces for reduction of rocking motion of a free-standing structure is investigated both analytically and experimentally. First, an analytical model of coupled rocking and sliding motions of a free-standing structure, including the coaxial circular cylinders, subjected to seismic input was derived. The free-standing structure was modeled as a free-standing rigid body. The cylinders were attached to the bottom of the rigid body as a damping device. We then experimentally derived the friction coefficients, inertia moments, and a damping coefficient in the rotating direction. Furthermore, using these parameters, the effectiveness of this system in suppressing the rocking motion is investigated analytically. The proposed method was determined to be very effective in suppressing the rocking motion of a rigid body subjected to a seismic input by the experiment.


2016 ◽  
Vol 2016.91 (0) ◽  
pp. 330
Author(s):  
Hideki SAKURAI ◽  
Tomohiro ITO ◽  
Atsuhiko SHINTANI ◽  
Chihiro NAKAGAWA

2008 ◽  
Vol 24 (4) ◽  
pp. 847-865 ◽  
Author(s):  
Matthew J. DeJong ◽  
Laura De Lorenzis ◽  
Stuart Adams ◽  
John A. Ochsendorf

This study evaluates the susceptibility of masonry arches to earthquake loading through experimental testing and progresses toward a specific criterion by which arches can be quickly assessed. Five different earthquake time histories, as well as harmonic base excitations of increasing amplitude, were applied to model arches, and the magnitude of the base motion resulting in collapse was determined repeatedly. Results are compared with failure predictions of an analytical model which describes the rocking motion of masonry arches under base excitation. The primary impulse of the base excitation is found to be of critical importance in causing collapse of the masonry arch. Accordingly, a suite of failure curves are presented which can be used to determine the rocking stability of masonry arches under a primary base acceleration impulse which has been extracted from an expected earthquake motion.


2010 ◽  
Vol 2010.85 (0) ◽  
pp. _6-19_
Author(s):  
Taishi SUGIMOTO ◽  
Tomohiro ITO ◽  
Atsuhiko SHINTANI
Keyword(s):  

2010 ◽  
Vol 2010.5 (0) ◽  
pp. 193-194
Author(s):  
Yoshihiro FUJIWARA ◽  
Tomohiro ITO ◽  
Atsuhiko SHINTANI

1998 ◽  
Vol 14 (4) ◽  
pp. 695-711 ◽  
Author(s):  
Z. Y. Zhu ◽  
T. T. Soong

Block-type equipment without restraining devices and under earthquake loads can effectively be modeled as freestanding rigid blocks resting on supporting bases subjected to base excitations. Once the peak values of base excitation levels, the aspect ratio of the bock, and the static friction coefficient between the block and the supporting base are known, the motion type of the block that will be initiated under base excitation can be determined. One of the possible motion types is rocking. When rocking is initiated, the block may topple and suffer severe damage and permanent loss of function. The emphasis of this study is placed on quantifying the possibility of toppling of a rigid block during rocking motion given its geometry and design earthquake environment. Using floor response spectra to characterize excitation inputs, results are given in the form of toppling fragility curves, i.e., probability of toppling as a function of peak ground accelerations. Parametric sensitivity studies are also carried out to show the effects of several key parameters on the fragility results.


Author(s):  
Kazuhisa Furuta ◽  
Tomohiro Ito ◽  
Atsuhiko Shintani

Many spent fuels coming out of the nuclear power station are planned to be stored in the special site in Japan until they are reprocessed. In this site, the spent fuels are installed in a cylindrical container called canister. The canister, in tern, will be installed in the outer cylinder called cask that is a free-standing structure. When this system is subjected to strong seismic excitations, sliding or rocking motion will be induced. And, in the worst case, the cask may collide to each other or overturn. Therefore, it is very important to reduce sliding and rocking motions of the cask in order to avoid the consequent contamination of radio active substances. The authors have already reported the studies on the sliding and rocking motions of the cask subjected to a seismic excitation that contains a vibration system in it, and clarified the effects of the vibration of the inner canister. It was shown that the inner canister gives very large influences on the sliding and rocking motions of the outer cask. In this study, we applied a gyroscope at the top of the outer cask for reducing rocking motion of the cask. The effects of the gyroscope are studied for various excitation frequencies, excitation amplitudes and the structural dimensions of the gyroscope such as weight and rotational frequency. It is found that the gyroscope is very effective for reducing rocking motions of the cask-canister system subjected to seismic excitations.


2014 ◽  
Vol 2014 (0) ◽  
pp. _J1010502--_J1010502-
Author(s):  
Takatsugu KIHARA ◽  
Tomohiro ITO ◽  
Atsuhiko SHINTANI ◽  
Chihiro NAKAGAWA
Keyword(s):  

2012 ◽  
Vol 26 (10-11) ◽  
pp. 1547-1561
Author(s):  
Seyed Mohammad Miraskari ◽  
Cetin Cetinkay

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