The Analysis of Bending Performance on the Nodes of Concrete Filled Steel Tubular Column and Girderless Floor under Horizontal Load

Abstract:

The bending moment changes of slab column nodes in the structure system are analyzed by applying horizontal load to concrete filled steel tubular column and girderless floor, and the experimental values and the theoretical calculation values are compared and analyzed.According to the consequence of comparison and analysis, the ratio of the test value and the theoretical value of the bending moment at the bottom of the plate of concrete filled steel tubular column ranges from 8% to 17%,and the average of the ratio is 13%, and the deformability of the node is better than the ordinary slab column node of concrete filled steel tubular column.

• Periodical: Applied Mechanics and Materials (Volumes 405-408)
• Pages: 964-967
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.964
• Online since: September 2013
• Authors: Yu Liang Wang*, Li Jie Ma, Jia Mei Zhao
• Keywords: Concrete Filled Steel Tubular Column, Node, Stress Analysis

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