Numerical Analysis on Performance of Frame-Shear Structure with High Pile under Complex Load

Abstract:

In order to acquire mechanical performance of High cap supporting frame-shear structure, in view of the sea high cap supporting frame-shear theory analysis and numerical simulation of structure is less, this paper performs numerical simulation analysis for pile caps-soil-the upper structure using the finite element software ANSYS. Expression equation of wave force is given, and three-dimensional finite element model is established. By Analysis the deformation and stress of pile foundation and pile caps under different load combinations are obtained, and the deformation, bending moment of pile top, axial force are checked, finally the feasibility of the system is verified, and these can provide a reliable basis and reference for reasonable design of offshore structures. High cap supporting frame-shear structure for its strong adaptability is widely used in offshore construction system.

• Periodical: Advanced Materials Research (Volumes 1044-1045)
• Pages: 650-653
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1044-1045.650
• Online since: October 2014
• Authors: Jing Ping Yang*
• Keywords: ANSYS, Earthquake Action, Frame-Shear Structure, Numerical Simulation

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