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Abstract
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The fully assembled concrete structure is a new type of building structural system. To improve the axial bearing capacity and safety of multi steel pipes in fully assembled concrete structures, the axial stress characteristics of multi steel pipes in fully assembled concrete structures are analyzed in this study. By combining experimental and numerical simulation methods, the mechanical behavior of multi steel tube structures under different loading conditions is explored. The research results will provide theoretical guidance and technical support for the design, construction, and application of fully assembled concrete multi steel tube structures.
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