A Direct Solving Method for the Minimun Height of Rectangle Extended Foundation under Column that Meets the Punching Requirement

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Abstract:

To meet the punching requirement of rectangle extended foundation under column, it is common practice to assume foundation’s height first, and then use the formula to check according to the current code. If the foundation’s height is not suitable, set it again to check until a suitable value. It is found that the minimum height of rectangle extended foundation under column can be solved directly, and all larger than the minimum height can meet the punching requirement through analysis program taking MATLAB as a platform for everyone to use.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

577-580

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Online since:

January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ministry of Housing and Urban-Rural Development of the People's Republic of china.GB5007-2002 Code for Design of Building Foundation[S].Beijing: China Architecture & Building Press,2002.

Google Scholar

[2] Nengsen Wu, Lin Zhou. The computation on minimal heights and step sizes of isolated foundation [J]. Journal of Hebei Institute of Architectural Science and Technology, 2005, (2): 34-36.

Google Scholar

[3] Anlong Jiang, Yunying Guo, Dazhao Gao. simplified method of determining the spread foundation height[J]. Building Structure,2005,(7):26-27,36.

Google Scholar

[4] Xianghong LIU. The simplified method for determining the height of the spread foundation[J]. Sci-Tech Information Development & Economy,2006,(4):178-180.

Google Scholar