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Jian Zhong

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Open access Oct 2026

Matrix‐Based Analytical Method for Failure Mode Identification and Uniform‐Failure Seismic Design of Prestressed Column

Resilient seismic design requires that structures exhibit excellent seismic performance and small residual deformation. Unbonded prestressed reinforced concrete (UBPRC) columns, with prestressed strands serving as self‐centering components, can effectively reduce residual displacement, which is of great significance...

Jian Zhong, Hao Ye, Long-Fei Shi et al. · 0 citations

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