Design of FPB about Bridge in High-Intensity Earthquake Area

Jun Yong Xia; Ling Jun Kong; Xin Yun Leng

doi:10.4028/www.scientific.net/AMR.838-841.1577

Paper Titles

Elastic-Plastic Analysis and Research of Large Profiled Structure under Rare Strong Earthquakes Based on FNA Method
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Energy Dissipation Research of Frame and Isolation Structure under Rare Earthquake
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Analysis on Dynamic Failure of Steel Spherical Latticed Shell with Vibration Isolation Bearings under Strong Earthquake
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Earthquake Damage of Curved Highway Bridges in 2008 Wenchuan Earthquake
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Design of FPB about Bridge in High-Intensity Earthquake Area
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Gurtin-Type Quasi-Variational Principle of Buried Pipelines Dynamics
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Seismic Response of Gravity Dam under Oblique Incidence of Seismic Waves
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The Application of Peak Number Attribute in the Prediction of River Sand
p.1591

Computational Research on Seismic Intensity Based on Ground Motion Parameters
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Design of FPB about Bridge in High-Intensity...

Design of FPB about Bridge in High-Intensity Earthquake Area

Abstract:

In this paper, a seismic isolation scheme by FPB about bridge in high-intensity earthquake area is introduced. Typical methods and calculation examples of using dynamic time-history analysis in this scheme as well as the process and methods of parameter determination and design verification of FPB are put forward. All these methods play guiding roles in the seismic isolation design of bridges and the design and application of FPBs.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1577-1580

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1577

Citation:

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Online since:

November 2013

Authors:

Jun Yong Xia*, Ling Jun Kong, Xin Yun Leng

Keywords:

Design, FPB, High-Intensity Earthquake Area

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* - Corresponding Author

References

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