Shaking table tests on seismic behavior of ancient timber structure reinforced with CFRP sheet

2019 ◽  
Vol 197 ◽  
pp. 109405 ◽  
Author(s):  
Xiang-bi Zhao ◽  
Feng-liang Zhang ◽  
Jian-yang Xue ◽  
Lin-lin Ma
Keyword(s):  
Seismic Behavior ◽  
Timber Structure ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Cfrp Sheet

Seismic Response of Pile Groups Improved with Deep Cement mixing Columns in Liquefiable Sand: Shaking Table Tests

2021 ◽  
Author(s):  
Dingwen Zhang ◽  
Anhui Wang ◽  
Xuanming Ding
Keyword(s):  
Seismic Behavior ◽  
Lateral Displacement ◽  
Bending Moment ◽  
Pile Group ◽  
Shaking Table ◽  
Excess Pore Pressure ◽  
Shaking Table Tests ◽  
Pile Groups ◽  
Acceleration Response ◽  
Table Model

A series of shaking table model tests were performed to examine the effects of deep cement mixing (DCM) columns with different reinforcement depths on the seismic behavior of a pile group in liquefiable sand. Due to the DCM column reinforcement, the fundamental natural frequency of the model ground increases noticeably. The excess pore pressure of soils reduces with the increase of reinforcement depths of the DCM columns. Before liquefaction, the acceleration response of soils in the improved cases is obviously lower than that in the unimproved case, but the acceleration attenuation is greater after liquefaction in the unimproved case. Moreover, the lateral displacement of the superstructure, the settlement of the raft, and the bending moment of the piles in the improved cases are significantly reduced compared to those in the unimproved case, and the reduction ratios rise with the increase of reinforcement depth of the DCM columns. However, reinforcement by the DCM columns may result in the variation of the location of the maximum moment that occurs in the pile.

Shaking table tests on seismic behavior of the underground loess cave of earth building of traditional dwellings

2020 ◽  
Vol 207 ◽  
pp. 110221
Author(s):  
Jianyang Xue ◽  
Xiangbi Zhao ◽  
Fengliang Zhang ◽  
Dan Xu ◽  
Xiaofeng Hu ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Shaking Table ◽  
Shaking Table Tests

A study on seismic behavior of pile foundations of bridge abutment on liquefiable ground through shaking table tests

2017 ◽  
Author(s):  
Mitsuhiko Nakata ◽  
Shunsuke Tanimoto ◽  
Shuichi Ishida ◽  
Michio Ohsumi ◽  
Jun-ichi Hoshikuma
Keyword(s):  
Seismic Behavior ◽  
Shaking Table ◽  
Pile Foundations ◽  
Shaking Table Tests ◽  
Bridge Abutment

Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests

2021 ◽  
Vol 150 ◽  
pp. 106900
Author(s):  
Hongqiang Hu ◽  
Yu Huang ◽  
Min Xiong ◽  
Liuyuan Zhao
Keyword(s):  
Seismic Behavior ◽  
Shaking Table ◽  
Shaking Table Tests

Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model

2015 ◽  
Vol 13 (10) ◽  
pp. 3107-3133 ◽  
Author(s):  
Elizabeth Vintzileou ◽  
Charalambos Mouzakis ◽  
Chrissy-Elpida Adami ◽  
Lucia Karapitta
Keyword(s):  
Seismic Behavior ◽  
Shaking Table ◽  
Stone Masonry ◽  
Masonry Buildings ◽  
Shaking Table Tests ◽  
Before And After

Influence of wood infill walls on the seismic performance of Chinese traditional timber structure by shaking table tests

2020 ◽  
Vol 18 (10) ◽  
pp. 5009-5029
Author(s):  
Qifang Xie ◽  
Long Wang ◽  
Shengying Li ◽  
Lipeng Zhang ◽  
Weibing Hu
Keyword(s):  
Seismic Performance ◽  
Timber Structure ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Infill Walls

Experimental Studies on Earthquake Response Behavior of Cylindrical Tanks

1987 ◽  
Vol 109 (1) ◽  
pp. 50-57 ◽  
Author(s):  
H. Zui ◽  
T. Shinke ◽  
A. Nishimura
Keyword(s):  
Seismic Behavior ◽  
Experimental Studies ◽  
Shaking Table ◽  
Earthquake Response ◽  
Test Results ◽  
Dynamic Tests ◽  
Shaking Table Tests ◽  
Liquid Storage ◽  
Cylindrical Tanks ◽  
Significant Factors

A series of dynamic tests for the seismic behavior of ground-supported liquid storage tanks are evaluated and compared with previous theoretical studies. Two model tanks were subjected to shaking table tests with particular attention to the influence of base fixity and geometric imperfections in the tank walls. Test results support numerical calculations which show that base fixity conditions strongly influence the seismic response of tanks. Although high radial accelerations are induced by the imperfections, they are not found to be significant factors in tank failure.

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