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Seismic Performance of Self-Bunded Tanks

2025-05-17 Leave a message

Self-bunded tanks are designed with inherent structural resilience, but their seismic performance depends on multiple engineering and installation factors. Here's how they withstand earthquake forces:

1. Structural Design Features

  • Double-Wall Construction: The outer bund provides additional structural support, improving impact resistance during ground movement.

  • Reinforced Joints: Critical welding points and pipe connections are reinforced to prevent rupture under stress.

  • Low Center of Gravity: Flat-bottom designs enhance stability compared to tall, slender tanks.

2. Anchoring & Base Requirements

  • Seismic Anchors: Tanks in high-risk zones require anchor bolts (per IBC/ASCE 7 standards) to resist uplift and sliding forces.

  • Flexible Pipe Connections: Use expansion loops or braided hoses to accommodate movement without leakage.

3. Material Considerations

  • Steel Tanks: High-grade carbon steel with ductility to absorb deformation.

  • Polyethylene Tanks: Flexible material better accommodates ground movement but may require additional restraints.

4. Liquid Dynamics Mitigation

  • Baffle Systems: Optional internal baffles reduce sloshing effects that could destabilize the tank.

  • Partial Fill Limits: Maintaining ≥80% capacity minimizes free surface movement during quakes.

5. Testing & Certification

  • Shake Table Tests: Simulate seismic activity to validate performance (e.g., EN 1998-4 standards).

  • Finite Element Analysis (FEA): Computer modeling predicts stress points for optimization.

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