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Improved Analytical Method for Pile Bent Structure based on Nonlinear Characteristics

 Improved Analytical Method for Pile Bent Structure based on Nonlinear Characteristics
Author(s): ,
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 1833-1841
DOI: 10.2749/222137912805112491
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 1833-1841 Total no. of pages: 9
Page(s): 1833-1841
Total no. of pages: 9
DOI: 10.2749/222137912805112491
Keywords:
plastic hinge Pile bent structure Optimized column-pile diameter ratio Lateral cracking load Limit depth Minimum steel ratio