Improvements on Structural Static Pushover Analysis Method in High-Rise Building Structure

Miao Yu; Zhi Hong Dai; Gui Juan Hu

doi:10.4028/www.scientific.net/AMR.989-994.3075

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 989-994Improvements on Structural Static Pushover...

Improvements on Structural Static Pushover Analysis Method in High-Rise Building Structure

Abstract:

In this paper, a new analysis model to assess the structure seismic capability is established, using improved capacity spectrum method. The model can solve the problem of many unknown and big computation workload in the process of conventional Pushover analysis. Conventional Pushover is very complex when use in the analysis of structure dynamic problem and nonlinear problem, the new model can solve these problem.

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Periodical:

Advanced Materials Research (Volumes 989-994)

Pages:

3075-3078

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.989-994.3075

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Cite this paper

Online since:

July 2014

Authors:

Miao Yu*, Zhi Hong Dai, Gui Juan Hu

Keywords:

High-Rise Building, Improved Capacity Spectrum Method, Static Pushover

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* - Corresponding Author

References

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