Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
1690-1693
DOI
10.4028/www.scientific.net/AMR.374-377.1690
Citation
D. C. Chen, R. X. Liu, D. K. Li, "Analysis of the Effect of Super-Structure’s Stiffness on Foundation’s Uneven Settlement", Advanced Materials Research, Vols. 374-377, pp. 1690-1693, 2012
Online since
October 2011
Export
Price
$32.00
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