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

Seismic Time History & Response Spectrum Debate

San Mateo Bridge, Highrise Section, San Francisco Bay Area UC Berkeley Professor Ed Wilson raised a pointed concern about the Response Spectrum Method (RSM) that structural engineers should take seriously. In his 2015 note, he described the San Mateo Bridge retrofit as a revealing case… Read more

Noise Abatement and Operational Constraints at John Wayne Airport (SNA)

At John Wayne Airport (SNA) in Orange County, California, noise abatement on departures is managed through a combination of specialized Noise Abatement Departure Procedures (NADPs), strict regulatory limits, and operational constraints. Because SNA is located in a densely populated, noise-sensitive residential area, the airport enforces… Read more

New Glenn Failure, May 28, 2026

Tough day for Blue Origin’s New Glenn. Blue Origin was performing a static fire (hotfire) test ahead of an anticipated fourth launch — the rocket was likely fully fueled, contributing to what is described as one of the largest rocket explosions in U.S. history. Blue Origin,… Read more

Shock, Vibration, Fatigue & Machinery Classes Beginning September 2026

This September 2026 course series provides practical training in shock, vibration, fatigue, structural dynamics, FEA, machinery vibration, acoustics, and rotor dynamics for engineers working with test data, qualification requirements, failure analysis, and mechanical system reliability. Each one-hour class is organized in a semester-style format, with… Read more

Effective Modal Mass and Modal Participation Factors

ModalMass_revK.pdf Effective modal mass and modal participation factors provide a quantitative basis for identifying dynamically significant vibration modes and for guiding modal truncation in structural dynamic analyses. This paper presents a unified formulation for both base-excited systems and grounded systems subjected to externally applied forces.… Read more