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A. Tawalare

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Dec 2026

Principal Component Analysis of Deflection Responses for Damage Identification in Railway Steel Truss Bridges

Many railway steel truss bridges in service today are reaching, or have exceeded, their intended design lifespan. However, these bridges are subjected to loads significantly higher than those initially considered during their original design due to the increasing needs of transportation, which may result in structura...

Shubhashree Chimote, A. Tawalare · 0 citations

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