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Study of Base-Isolation Building System
Abstract:In order to improve the effect of isolation structure, the principles and behaviours of the base-isolation system are studied, and the types and characteristics of the base-isolation are also discussed. Compared to the traditional aseismatic structures, the base isolation structures decrease the seismic response obviously: the total structural aseismatic value decreases to 1/4-1/32 and the seismic shear stress in the upper structure decreases to 1/14-1/23. In the huge seism, the structure can have an obvious aseismatic effect.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1331241Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1766
 Y. X. Hu, Earthquake Engineering (First Edition), Earthquake Press: Beijing, 1988, pp. 36-38.
 F. S. Zhou, Vibration-Reduction Control of Engineering Structures (First Edition), Earthquake Press: Beijing, 1997, pp. 42-43.
 X. Y. Zhou, J. Y. Su, and S. R. Fan, Studies on existing and prospect of shock absorption and shock partition of our country, China City Press: Beijing, 1998, pp. 26-28.
 R. L. Yang, X. Y. Zhou, and X. H. Liu, "Seismic Structural Control Using Semi-active Tuned Mass Dampers," Earthquake Engineering and Engineering Vibration, IEM, vol. 1, pp. 111-118, 2002.