scholarly journals VIBRATION CONTROL OF LARGE SPAN STRUCTURES USING DISTRIBUTED MTMDs : Shaking table tests with an arch model

2007 ◽  
Vol 72 (621) ◽  
pp. 73-80 ◽  
Author(s):  
Susumu YOSHINAKA ◽  
Ken'ichi KAWAGUCHI
Keyword(s):  
Vibration Control ◽  
Shaking Table ◽  
Arch Model ◽  
Shaking Table Tests ◽  
Large Span

scholarly journals SHAKING TABLE TESTS ON A SEISMICALLY-ISOLATED LARGE-SPAN ARCH SUPPORTED BY BASE STRUCTURES

2004 ◽  
Vol 69 (582) ◽  
pp. 87-94 ◽  
Author(s):  
Tetsuya MATSUI ◽  
Keijiro MIZUNO ◽  
Ei SUGIYAMA ◽  
Yoshisato ESAKA ◽  
Tomoya HIBINO
Keyword(s):  
Shaking Table ◽  
Shaking Table Tests ◽  
Large Span ◽  
Seismically Isolated

scholarly journals Optimal Damper Slip Force for Vibration Control Structures Incorporating Friction Device with Sway-Rocking Motion Obtained Using Shaking Table Tests

2019 ◽  
Vol 2019 ◽  
pp. 1-13
Author(s):  
Kazutaka Shirai ◽  
Akari Nagaoka ◽  
Nami Fujita ◽  
Takeshi Fujimori
Keyword(s):  
Vibration Control ◽  
Passive Control ◽  
Shaking Table ◽  
Steel Plates ◽  
Shaking Table Tests ◽  
Control Structures ◽  
Mean Square Response ◽  
Rocking Motion ◽  
Slip Force

In this study, a series of shaking table tests were conducted using a specimen that consisted of a superstructure, incorporating a friction device and a sway-rocking mechanism under the superstructure to determine the optimal damper slip force of a passive vibration control system considering the effects of sway-rocking motion. The adopted simple friction device, composed of rubber bands and stainless steel plates, allowed the magnitude of the slip force to be easily set. The optimal slip force of the friction device, which minimizes the peak and root-mean-square response of the superstructure subjected to earthquakes, was determined from the shaking table tests. Based on the results, the optimal slip force of the friction device was found to vary according to the input level of the ground motions and the sway-rocking conditions. The obtained results suggest that the effect of sway-rocking motion should be considered in the design of passive control structures and the determination of their optimal damper slip force.

scholarly journals Low-cost hybrid design of masonry structures for developing countries: Shaking table tests

2021 ◽  
Vol 146 ◽  
pp. 106675
Author(s):  
Anastasios Tsiavos ◽  
Anastasios Sextos ◽  
Andreas Stavridis ◽  
Matt Dietz ◽  
Luiza Dihoru ◽  
...  
Keyword(s):  
Developing Countries ◽  
Low Cost ◽  
Shaking Table ◽  
Hybrid Design ◽  
Masonry Structures ◽  
Shaking Table Tests

Shaking-table tests of seismic responses of slender intake tower-hoist chamber systems

2021 ◽  
Vol 242 ◽  
pp. 112517
Author(s):  
Hanyun Zhang ◽  
Cai Jiang ◽  
Shuming Liu ◽  
Liaojun Zhang ◽  
Chen Wang ◽  
...  
Keyword(s):  
Shaking Table ◽  
Shaking Table Tests ◽  
Seismic Responses

Shaking table tests on the seismic responses of underground structures in coral sand

2021 ◽  
Vol 109 ◽  
pp. 103775
Author(s):  
Xuanming Ding ◽  
Yanling Zhang ◽  
Qi Wu ◽  
Zhixiong Chen ◽  
Chenglong Wang
Keyword(s):  
Shaking Table ◽  
Shaking Table Tests ◽  
Seismic Responses ◽  
Underground Structures ◽  
Coral Sand
Sign in / Sign up

Export Citation Format

Share Document