The Interaction Analysis of the Middle-High Multi-Ribbed Composite Wall-Shear Wall Structures and Pile-Raft Foundation

Abstract:

Composite structure of mufti-ribbed composite walls-shear walls is composed of Multi-ribbed composite walls and shear walls which form a new kind of resisted load structure together. The paper analyzes the interaction of composite structure of mufti-ribbed composite walls-shear walls and pile-raft foundation with elastic-plastic mode of D-P. The load of superstructure is combined in the raft by substructure method, Finally，the paper obtain the distributed regularity of pile-raft foundation stress, strain by analyzing the influence of force performance which got by the large finite element software ANSYS analyzing interaction of superstructure and the pile-raft foundation-groundwork.

• Periodical: Applied Mechanics and Materials (Volumes 170-173)
• Pages: 434-438
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.170-173.434
• Online since: May 2012
• Authors: Yin Zhang, Cai Yang Zhang, Qi Zhang, Deng Fei Zhang
• Keywords: Finite Element Analysis (FEA), Foundation, Interaction, Multi-Ribbed Composite Wall - Shear Wall Mixed Structure

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