A Calculation Model for High Rise Frame-Shear Wall Load Bearing Skeleton Structures

Xue Chen Lei; Lang Wu; Jing Wu

doi:10.4028/www.scientific.net/AMR.935.259

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 935A Calculation Model for High Rise Frame-Shear Wall...

A Calculation Model for High Rise Frame-Shear Wall Load Bearing Skeleton Structures

Abstract:

The Skeleton-Infill residential building system has its particular advantages in building industrialization. In order to utilize this building type into high rise residential buildings, this paper proposes a calculation model for the frame-shear wall load bearing skeleton structure with limited floor stiffness. A simplified calculation method adopting ODEs is also demonstrated. A numerical example is proceeded to verify the effectiveness and accuracy of this methodology.

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Periodical:

Advanced Materials Research (Volume 935)

Pages:

259-264

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.935.259

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Online since:

May 2014

Authors:

Xue Chen Lei*, Lang Wu, Jing Wu

Keywords:

COLSYS, Frame-Shear Wall, Limited Floor Stiffness, ODE, Skeleton Structure

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* - Corresponding Author

References

[1] N. J. Habraken, The use of levels. Open House International, 27(2) (2002).

Google Scholar

[2] Y. Friedman, Mobile architecture, Paris, (1958).

Google Scholar

[3] S. H. Bao, T. S. Zhang, Design and analysis of tall-building structure, Beijing, (2005).

Google Scholar

[4] U. Ascher, J. Christiansen and R. D. Russell, Collocation software for boundary-value ODEs. ACM Transactions on Mathematical Software (TOMS), 7(2) (1981) 209-222.

DOI: 10.1145/355945.355950

Google Scholar

[5] U. Ascher, J. Christiansen and R. D. Russell, Algorithm 569: COLSYS: Collocation software for boundary-value ODEs [D2]. ACM Transactions on Mathematical Software (TOMS), 7(2)(1981) 223-229.

DOI: 10.1145/355945.355951

Google Scholar