Parameter Determination of Sphere Bearing about Bridge in High-Intensity Earthquake Area

Shi Heng Li; Jun Yong Xia; Ling Jun Kong; Xin Yun Leng

doi:10.4028/www.scientific.net/AMR.838-841.1624

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Parameter Determination of Sphere Bearing about...

Parameter Determination of Sphere Bearing about Bridge in High-Intensity Earthquake Area

Abstract:

This paper, through introducing dynamic time-history analysis and the calculation by acceleration response spectrum theory as well as making a contrast between them, provides typical approaches and calculation examples of parameter determination in designing anti-seismic sphere bearing about bridge in high-intensity earthquake area. Quantitative analyses are made on the force of installing sphere bearing in high-intensity earthquake area. The deficiencies of employing sphere bearing in high-intensity earthquake area are introduced based on structural features as well as data and corresponding solutions are offered.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1624-1627

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1624

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Online since:

November 2013

Authors:

Shi Heng Li, Jun Yong Xia, Ling Jun Kong, Xin Yun Leng

Keywords:

High-Intensity Earthquake Area, Parameter Determination, Sphere Bearing

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References

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