Research on Out-Plane Bending Stiffness of Multi-Ribbed Slab Structure

Hai Jun Yuan; Lang Cao; Liang Hao Deng

doi:10.4028/www.scientific.net/AMR.838-841.597

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Research on Out-Plane Bending Stiffness of...

Research on Out-Plane Bending Stiffness of Multi-Ribbed Slab Structure

Abstract:

Floor loads of the large-bay floor can cause larger bending moment at the floor edges. So the shear-wall need to bear greater out-plane bending moment and this problem can not be ignored. multi-ribbed slab structure is a new wall. The paper Calculated out-plane bending-stiffness of multi-ribbed slab by using the equivalent-stiffness method. The results show that: the equivalent stiffness method is simple and ribbs should not be too large, width-height ratio control between 1 and 3, wall length is about 5.4m.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

597-600

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.597

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Online since:

November 2013

Authors:

Hai Jun Yuan*, Lang Cao, Liang Hao Deng

Keywords:

Equivalent Stiffness Method, Multi-Ribbed Slab, Out-Plane, Plate Theory

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* - Corresponding Author

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