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Ting-Ting Yang

Guangxi University

East Daxue Road #100

Nanning, 530004

China

SCHOLARLY PAPERS

1

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Scholarly Papers (1)

1.

Ductility Behaviour and Axial Compression Ratio Limit of High-Strength Concrete-Encased Cfst Columns

Number of pages: 33 Posted: 01 Oct 2024
Xiao-Jun Ke, Hong-Bang Ran, Wei Li and Ting-Ting Yang
Guangxi University, Guangxi University, Tsinghua University and Guangxi University
Downloads 15 (1,509,872)

Abstract:

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Concrete-encased CFST columns, High-strength concrete, numerical simulation, Ultimate limit state, Ductility coefficient, Axial compression ratio limit.