Analysis of the Effect of Super-Structure’s Stiffness on Foundation’s Uneven Settlement

Da Chuan Chen; Ri Xin Liu; Deng Ke Li

doi:10.4028/www.scientific.net/AMR.374-377.1690

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 374-377Analysis of the Effect of Super-Structure’s...

Analysis of the Effect of Super-Structure’s Stiffness on Foundation’s Uneven Settlement

Abstract:

The bottom-frame structure is a kind of small bay masonry structure building with large bay RC frame in bottom[1], it is widely exists near streets in China because of the economy and applicability. But for the poor correspondence capacity for foundation’s deformation, it is easily be damaged for this kind of building in uneven settlement. It can provides theoretical support for design and strengthening works of such kind of structure buildings by analyzing the relation between superstructure’s stiffness and settlement of foundations, which has practical significance. For the complexity of stress of the composite structure, ANSYS is used in this analysis. A strengthening project based on this theory is introduced in the end, it validates the feasibility of the conclusion.

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Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

1690-1693

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.374-377.1690

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Online since:

October 2011

Authors:

Da Chuan Chen, Ri Xin Liu, Deng Ke Li

Keywords:

Masonry Structure, Numerical Simulation, Strengthening, Super-Structure, Uneven Settlement

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