D Stâncioiu

Interval riccati equation-based and non-probabilistic dynamic reliability-constrained multi-objective optimal vibration control with multi-source uncertainties

Optimum tuned mass damper inerter under near-fault pulse-like ground motions of buildings including soil-structure interaction

Optimal vibration control of beams subjected to a mass moving at constant speed

Structural modification formula and iterative design method using multiple tuned mass dampers for structures subjected to moving loads