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Foundation Natural Frequency Calculator

Resonance Analysis · Frequency Separation · GMRC Guidelines

Foundation Natural Frequency
Calculate foundation natural frequencies and verify adequate separation from compressor operating speed. Per GMRC guidelines, foundation natural frequencies should be at least 20% away from operating speed and harmonics. Horizontal modes typically 5-8 Hz; vertical/rocking modes 20-24 Hz.

Foundation Properties

lbs
lbs
ft
ft

Soil Properties

psi
-
-

Operating Conditions

RPM
RPM

Analysis Parameters

GMRC Frequency Targets

  • Horizontal modes: 5-8 Hz (300-500 CPM)
  • Vertical/rocking: 20-24 Hz (1250-1450 CPM)
  • Separation: ≥20% from operating
  • Variable speed: More challenging

Typical Soil Shear Modulus

  • Soft clay: 2,000-5,000 psi
  • Stiff clay: 5,000-15,000 psi
  • Loose sand: 3,000-8,000 psi
  • Dense sand: 10,000-25,000 psi
  • Rock: 50,000+ psi

Frequently Asked Questions

What is the 20% separation rule for compressor foundations?

GMRC and ACI 351.3R require every foundation natural frequency (vertical, horizontal, rocking, torsional) to be at least 20% away from operating speed and from its first 4 harmonics. Inside the avoidance band the dynamic amplification can exceed 5×, leading to chronic vibration and structural fatigue.

Why are horizontal modes targeted at 5–8 Hz and vertical modes at 20–24 Hz?

For typical 600–1200 RPM reciprocating compressors (10–20 Hz operating frequency), keeping horizontal modes well below 10 Hz and vertical/rocking modes well above 20 Hz puts both ends of the natural-frequency spectrum outside the operating band. This sub-critical/super-critical split is the GMRC industry guideline for high-speed packages.

How does soil shear modulus affect natural frequency?

Natural frequency scales with √G — doubling soil stiffness raises every mode by 41%. Because field G can vary by ±50% across a site, ACI 351.3R recommends running upper- and lower-bound G to prove the foundation stays out of the avoidance band under all credible soil conditions.

What changes for variable-speed compressors?

With VFD- or engine-driven units, the operating frequency sweeps a range, so each harmonic becomes a band rather than a line. This calculator checks whether any natural frequency falls inside that wider band — variable-speed packages typically need either a wider separation margin or a sub-critical foundation that stays below the lowest operating speed.

Should I design sub-critical or super-critical?

Sub-critical (foundation stiffer than the machine) avoids passing through resonance during start-up and gives the lowest steady-state amplitude — preferred for fixed-speed reciprocating compressors. Super-critical (foundation softer than the machine) requires more mass and adequate damping to ride through resonance on start-up; it suits high-speed centrifugal or variable-speed units that start and stop infrequently.