Shear Distribution Coefficient Study of New Inland Large-Head Wharf Structure under Horizontal Force

Abstract:

Load distribution machannism between bents of piled wharf is an important issue.In view of the shortage of the traditional design method for piled wharf structure,this paper established the nonlinear structure-soil numerical model by finite element method software ANSYS.Based on the numerical analysis method, shear distribution coefficient of three different structure themes under high water conditions and low water conditions were Analyzed.Through post-processing process,information about the moment,shear stess of piles were obtained.The results showed that the integrity and capacity of resting horizontal load is increased by setting of longitudinal beams,.and the lower the collision position is,the more concentrate the distribution is..The conclusion and research method of this paper can be used as a reference for similar project in future.

• Periodical: Advanced Materials Research (Volumes 639-640)
• Pages: 177-182
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.639-640.177
• Online since: January 2013
• Authors: Kai Ming Zou, Xiao Ping Liu
• Keywords: Frame Structure, Horizontal Force, New Wharf Structure, Numerical Analysis, Shear Distribution Coeficient

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