Shaking table test study on seismic behavior of underground structure with intermediate columns enhanced by concrete-filled steel tube (CFT)

2019 ◽  
Vol 127 ◽  
pp. 105838 ◽  
Author(s):  
Cuizhou Yue ◽  
Yonglai Zheng
Keyword(s):  
Seismic Behavior ◽  
Shaking Table Test ◽  
Underground Structure ◽  
Steel Tube ◽  
Shaking Table ◽  
Concrete Filled Steel Tube ◽  
Test Study

Improvement of Laminar Shear Container for Shaking Table Test

2012 ◽  
Vol 588-589 ◽  
pp. 1889-1893
Author(s):  
Hai Feng Sun ◽  
Li Ping Jing ◽  
Qing Hai Wei ◽  
Xian Chun Meng
Keyword(s):  
Soil Structure ◽  
Shaking Table Test ◽  
Boundary Effect ◽  
Underground Structure ◽  
Dynamic Interaction ◽  
Shaking Table ◽  
Important Method ◽  
Model Soil ◽  
Structure Dynamic ◽  
Laminar Shear

Shaking table test is an important method to study on the problem of the soil-structure dynamic interaction. The property of the soil container directly affects the accuracy of the result. A laminar shear container was designed for shaking table test. And a shaking table test on soil-underground structure dynamic interaction which structure lay in clay was conducted. The results of the test show that the container eliminated the boundary effect when the dynamic load was applied in only one horizontal direction. Meanwhile, the stiffness of the soil container could be changed according to the change of the model soil, which is applicable to decrease the boundary effect.

Shaking table test on building in masonry structure with construction waste recycled brick

2014 ◽  
Vol 11 (4) ◽  
pp. 357-364
Author(s):  
Hui Su ◽  
Jian Wang ◽  
Xinpei Jiang ◽  
Yang Tan
Keyword(s):  
Seismic Behavior ◽  
Shaking Table Test ◽  
Concrete Block ◽  
Masonry Structure ◽  
Recycled Aggregate Concrete ◽  
Shaking Table ◽  
Recycled Aggregate ◽  
Test Results ◽  
Scaled Model ◽  
Construction Waste

Based on the shake table test on "tie column-ring beam-cast-in-place slab" construction waste recycled brick masonry structure, a 1/3 scaled model of 4 stories is tested to analyze the seismic behavior of the multi-storey masonry structure. The test is conducted with EL-Centro seismic wave, Taft wave and artificial wave to simulate the damages observed and the seismic response under different earthquake levels. On the basis of test results, the seismic performance of the model is good and the overall structure could satisfy seismic fortification requirements in the region of intensity 8. At the same time, there was no obvious difference between this masonry structure and recycled aggregate concrete block masonry structure. The lintel of the door and window damage seriously. The base damages more easily than the superstructure. Masonry structure with construction waste recycled brick can satisfy the requirement of the masonry structure buildings in eight degree of aseismatic design area.

Seismic behavior of bolted beam-to-column connections for concrete filled steel tube

2005 ◽  
Vol 61 (10) ◽  
pp. 1387-1410 ◽  
Author(s):  
Lai-Yun Wu ◽  
Lap-Loi Chung ◽  
Sheng-Fu Tsai ◽  
Tung-Ju Shen ◽  
Guo-Luen Huang
Keyword(s):  
Seismic Behavior ◽  
Steel Tube ◽  
Concrete Filled Steel Tube

A shaking table test for an evaluation of seismic behavior of 480V MCC

2012 ◽  
Vol 243 ◽  
pp. 341-355 ◽  
Author(s):  
Min Kyu Kim ◽  
In-Kil Choi ◽  
Jeong-Moon Seo
Keyword(s):  
Seismic Behavior ◽  
Shaking Table Test ◽  
Shaking Table
Sign in / Sign up

Export Citation Format

Share Document