Paper Title:
Equivalent Space Rigid Frame Model of Pile-Group Foundation
  Abstract

The paper suggests a space rigid frame model which is equivalent to the space flexibility of pile-group foundation. Firstly, calculating the flexibility of pile-group foundation with “m” method, then the formulas to calculate geometrical parameters such as height of the rigid frame, length and width of the column section, as well as distance between the columns are deduced. So the equivalent rigid frame is acquired exclusively by these parameters. Finally ,discussing the accurate simulation of vertical flexibility and tensional flexibility. Which are achieved by additional springs.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1788-1793
DOI
10.4028/www.scientific.net/AMR.243-249.1788
Citation
H. J. Yin, G. Y. Yuan, R. J. Zhang, "Equivalent Space Rigid Frame Model of Pile-Group Foundation", Advanced Materials Research, Vols. 243-249, pp. 1788-1793, 2011
Online since
May 2011
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$32.00
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