Performance of Earthquake Simulation Three Bi-Axial Shaking Tables

Fu Yun Huang; Zi Ming Fang; Jian Zhong Li

doi:10.4028/www.scientific.net/AMM.518.178

Paper Titles

Regression Model and Control in Experimental Mechanical Processes
p.155

Relations of Lift and Drag Coefficients of Flow around Flat Plate
p.161

The Numerical Simulation of Composite Explosive Energy Coupling in Underwater Explosion
p.165

Experiment Study on Influence of Initial Stress in Concrete Filled Steel Tubular Latticed Columns under Axial Load
p.170

Performance of Earthquake Simulation Three Bi-Axial Shaking Tables
p.178

Strength Evaluation of Unidirectional Composites Using Monte-Carlo Simulation
p.184

Three-Dimensional Finite Element Analysis of Implants with Different Crown-to-Root Ratio and Different High Thread
p.190

Studying the Effects of Different Materials and Thickness of Titanium Layer to Implant Based on the Finite Element Method
p.196

Disturbance Sampling Analysis in Sediment of the Yellow River Reservoir by Finite Element Method
p.201

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 518Performance of Earthquake Simulation Three...

Performance of Earthquake Simulation Three Bi-Axial Shaking Tables

Abstract:

The shaking tables array is the prospective development direction in engineering structural anti-seismic researching field, and which can provide a powerful seismic testing platform. In this paper, the performance of three bi-axial shaking tables array at Fuzhou University was introduced. The trails of bare tables, fully inertial payload shaking tables as well as partly payload shaking tables with elastic structures were conducted. The testing reveals that the shaking tables array system of Fuzhou University has a perfect performance of compliance, coherence and synchronization, which are accepted the required.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 518)

Pages:

178-183

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.518.178

Citation:

Cite this paper

Online since:

February 2014

Authors:

Fu Yun Huang, Zi Ming Fang, Jian Zhong Li

Keywords:

Performance, Seismic Research, Shaking Table Array, Three Bi-Axial

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zong Z.H., Huang F.Y., Chen Li. (2011). Research and Application of Testing Technology of the Earthquake Simulation Multiple Shaking Table Facilities (In Chinese). Journal of Structure Engineer, (Supplement), 74-78.

Google Scholar

[2] Kazuhiko Kasai, Keiichiro Suita, Satoshi Yamada, et. al. (2007).

Google Scholar

[3] Azadeh Bozorgzadeh, Sami Megally, José I. Restrepo, etc. (2006). Capacity Evaluation of Exterior Sacrificial Shear Keys of Bridge Abutments. Journal of Bridge Engineering, ASCE, 11: 5, 555-565.

DOI: 10.1061/(asce)1084-0702(2006)11:5(555)

Google Scholar

[4] Huang B.F. Lu W.S., Zong Z.H. (2008). Study on Model Experimental Methodology Utilizing the Multiple Earthquake Simulation Shake Table System (In Chinese), China Civil Engineering Journal. 41: 3, 46-52.

Google Scholar

[5] R. T. Severn. (2011). The development of shaking tables–A historical note. Earthquake Engineering and Structural Dynamics, , 40, 195-213.

DOI: 10.1002/eqe.1015

Google Scholar