Nonlinear Analysis of a New 3D Skip-Floor Staggered Shear Wall Structure

Jian Xin Liu; Pei Li; Hong Nan Wang; Mei Chun Zhu; Zhi Hong Zhang; Ying Wang; Hong Wei Wang

doi:10.4028/www.scientific.net/AMR.639-640.164

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Nonlinear Analysis of a New 3D Skip-Floor...

Nonlinear Analysis of a New 3D Skip-Floor Staggered Shear Wall Structure

Abstract:

The elastoplastic nonlinear analysis is provided by considering both spatial effect and influence of slab and connecting beam. The seismic internal force distribution is also studied. It shows that compared with the 2D model and traditional 3D coupled shear wall structure, 3D skip-floor staggered shear wall structure has superiority in many respects, such as initial rigidity, uniformity of force, energy dissipation, etc. Therefore, this new structural system has good economic benefits and wide applications.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

164-170

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.164

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Online since:

January 2013

Authors:

Jian Xin Liu, Pei Li, Hong Nan Wang, Mei Chun Zhu, Zhi Hong Zhang, Ying Wang, Hong Wei Wang

Keywords:

3D Skip-Floor Staggered Shear Wall Structure, Finite Element Method (FEM), Non-Linear Analysis, Slab Effect, Spatial Effect

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References

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