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Reinforced concrete (RC) frames often exhibit diagonal cracking in columns and beams. This occurs when the lateral wind load exceeds the shear capacity of the member.

Cyclonic winds are not constant; they are gusty and turbulent. This subjects structural members to cyclic loading. Steel components, in particular, are susceptible to low-cycle fatigue, where repeated stress reversals can initiate cracks at stress concentration points (e.g., weld toes, bolt holes). Once initiated, these cracks can propagate rapidly, leading to brittle fracture.

Below is a formal technical paper structure focusing on structural failures during cyclonic events.