Study on Earthquake Response Analysis of Reinforced Concrete Masonry Structure

Hai Xu Yang; Tong Shen; Jian Gang Yao

doi:10.4028/www.scientific.net/AMR.295-297.244

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 295-297Study on Earthquake Response Analysis of...

Study on Earthquake Response Analysis of Reinforced Concrete Masonry Structure

Abstract:

According to the analysis of a six-story reinforced concrete masonry building model with the methods of nonlinear time history analysis, the seismic performance of structure has been studied in this paper. The interstory shear-deformation and stiffness of linear elastic model is established. The availability of the analysis model, hysteretic model and relevant parameters adopted and the computation program developed are verified. The longitudinal deformation of structure is bigger than the lateral deformation under different earthquake waves, from this it can be showed that longitudinal seismic performance is smaller than lateral wall; for seven-story concrete block building with core-and tie-columns, the requirement of the seismic fortification intensity can be met. The analysis of this paper provides a reference for reinforced concrete block buildings.

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Manufacturing Science and Technology, AEMT2011

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Periodical:

Advanced Materials Research (Volumes 295-297)

Pages:

244-248

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.295-297.244

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Online since:

July 2011

Authors:

Hai Xu Yang, Tong Shen, Jian Gang Yao

Keywords:

Deformation, Nonlinear Time-History Analysis, Reinforced Concrete Masonry Structure, Seismic Performance, Seismic Response Analysis

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References

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