Shaking Table Test of Isolated Structure Model with Small Scale

Wei Qing Fu; Fei Chen; Lin Ding

doi:10.4028/www.scientific.net/AMR.250-253.2036

Paper Titles

Study on System Reliability Updating through Inspection Information for Existing Cable-Stayed Bridges
p.2011

Simulation and Field Test for Local Acceleration of an U-Shaped Girder
p.2016

Research on Mechanical Properties of Molded Products Using Building Waste
p.2024

Research of Polyocarboxy Acid Water-Reducer with Modified Ployether and its Effect on Concrete’s Workability
p.2032

Shaking Table Test of Isolated Structure Model with Small Scale
p.2036

Biological Clogging in Tangshan Sand Columns under Salt Water Intrusion by Sporosarcina pasteurii
p.2040

Safety Problems of Engineering Structures at the Ground Fracture Sites Taking Xian’s for the Example
p.2047

Study on Pressure-Bending Stress Transfer in the Joint of the Steel-Concrete Composite Arch Bridge
p.2053

Study on Excavation Method of Tunnel with Super Cross-Section and Super Large Section Area Underpass Extra-High Building
p.2057

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Shaking Table Test of Isolated Structure Model...

Shaking Table Test of Isolated Structure Model with Small Scale

Abstract:

For analyzing reduction vibration effect of high-rise isolated structure with LRB, experimental research on shaking table of isolated structure model on a scale down of 1:16 in two-direction earthquake wave input was conducted. Ratio similitude design of model and earthquake wave input was unified for reflection dynamical characteristic of actual structure in the test. Earthquake responses of isolated top structure acceleration and interblended displacement have been analyzed. The experimental result indicts that isolated top structure acceleration and interblended displacement were reduced. Therefore the isolation technology for high-rise structure also has better reduction vibration effect.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2036-2039

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.2036

Citation:

Cite this paper

Online since:

May 2011

Authors:

Wei Qing Fu, Fei Chen, Lin Ding

Keywords:

Isolated Structure, Reduction Vibration Effect, Shaking Table Test, Small Scale

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] J. N. Yang, S. Vongchavalitkul. Journal of Engineering Mechanics. Vol. 120(1994), p.266

Google Scholar

[2] J.C.Wu, J.N. Yang. Engineering Structures. Vol.18 (2006), p.589

Google Scholar

[3] Shijie Wang, Xun Zhu. Research on chosen code response spectrum value of high-rise structure, Proceeding of International Disaster and Risk Conference, Chengdu, p.263

Google Scholar

[4] Yamada Kazuhiko and Kobori Takuji. Engineering and Structural Dynamics. Vol. 25 (2001), p.1085

Google Scholar

[5] Yang J N. Journal of Engineering Mechanics. Vol. 22(1995), p.965

Google Scholar

[6] Zhongxi Li, Xiyuan Zhou. Earthquake Engineering and Engineering Vibration. Vol. 22(2002), p.33

Google Scholar