The Effect of Yield Strength in Isolation Layer on Dynamic Characteristics of Floor Partial Discontinuous Isolation Building

Abstract:

In the design of base isolated structure, the design of seismic isolation layer parameters is very important. Aiming at this problem, this paper using reinforced concrete frame structure of a partial discontinuity floor as an example, using ANSYS software, analyzed the dynamic characteristics of the based isolated structure, focused on the relationship between the yield stress of the isolation layer and the isolation effect, to provide reference for reasonable selection of seismic isolation layer parameters.

• Periodical: Advanced Materials Research (Volume 933)
• Pages: 320-322
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.933.320
• Online since: May 2014
• Authors: Peng Zhang*
• Keywords: Base Isolation, Dynamic Characteristic, Floor Partial Discontinuity, Frame Structure, Isolation Layer Yield Stress

References

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[2] Li Quan. Application of ANSYS in civil engineering. Beijing: People's Posts and Telecommunications Press, (2005).

[3] Liu Wenguang, trans. Architectural Institute of Japan. The isolation structure design. Beijing: Seismological Press, (2006).