Building Vibration & Human Effects

Skyscraper design was once governed almost entirely by strength — could the frame carry gravity, wind and seismic loads with adequate margin? For the new generation of ultra-slender “pencil towers,” the governing requirement has shifted to something more subtle: occupant comfort. A building can be… Read more

Modal Truncation and Residual Vectors in Structural Dynamics FEA

The Modal Truncation Problem Any mode-based dynamic analysis—whether a frequency response sweep, random vibration PSD solve, response spectrum analysis, or transient modal superposition—retains only a finite number of modes. In a finite element model with $N$ degrees of freedom (DOFs), there are technically $N$ natural… Read more

Dynamic vs. Static Moduli — Practical Considerations for Structural Dynamics

Dynamic Versus Static Modulus: Why ASTM E1876 and ASTM E111 Don’t Always Agree Engineers frequently encounter situations where material properties reported in handbooks don’t quite match experimental data. A classic example occurs when comparing elastic modulus values obtained from different test standards. When evaluating stiffness,… Read more

Honeycomb Sandwich Panels

Honeycomb sandwich structures are designed to have a high stiffness-to-mass ratio.   The stiff, strong face sheets carry the bending loads, while the core resists shear loads. The face sheets are typically made from aluminum or carbon fiber with epoxy resin. The honeycomb core material is… Read more

Modal Test Problem & Solution

Ideally, a modal test on a structure would be performed with completely free boundary conditions.  This configuration can be approximated by mounting the structure on compliant air cushions, or by suspending it with elastic cords, so that the mounted natural frequency is much smaller that… Read more