Performance of Earthquake Simulation Three Bi-Axial Shaking Tables

Author:

Huang Fu Yun1,Fang Zi Ming2,Li Jian Zhong1

Affiliation:

1. Tongji University

2. Fuzhou University

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.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

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.

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

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.

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.

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

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