The Rigid Frame-Whole Bracing Model of Eco-Composotie Wall Structure

Abstract:

The eco-composite wall structure consists of concrete blocks，concrete frame grids , concealed frame and so on. When entering, the obvious damage phenomena appears on the eco-composite wall, the deformation coordination between the block and the frame grid, compound wall and the outer framework is broken, which brings relatively large-difficulty to establish the elasto-plastic model of structure. The rigid frame - whole bracing model of the eco-composite wall structure in elastic-plastic stage is presented based on previous study. The correctness of models is verified by experiments. Theoretical analysis and experimental results show that the rigid frame-whole bracing model giving consideration to accuracy and efficiency is applicable to structural elastic-plastic time-history analysis under strong seismic action.

• Periodical: Advanced Materials Research (Volumes 368-373)
• Pages: 197-200
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.368-373.197
• Online since: October 2011
• Authors: Cheng Hua Zhang, Wei Huang, Dong Zhao
• Keywords: Eco-Composite Wall Structure, Elastic-plastic Stage, Rigid Frame-Whole Bracing Model

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