Structural vibration control has received considerable research attentions in the past few
decades, with special emphasis on develo** effective, affordable and applicable control …

Abstract The Sendai Framework for Disaster Risk Reduction 2015–2030 (SFDRR) highlights
the importance of scientific research, supporting the 'availability and application of science …

In seismic base isolation, most of the earthquake‐induced displacement demand is
concentrated at the isolation level, thereby the base‐isolation system undergoes large …

A state-of-the-art review on the response control of structures mainly using the passive tuned
mass damper (s)(TMD/s) is presented. The review essentially focuses on the response …

The inerter has garnered much attention in the past two decades owing to its unique
mechanical characteristics. As a substitution of the capacitance element based on the …

Seismic resilient design of tall bridge piers with rocking foundation by using inerter-based
systems is investigated in this work. A simplified model is developed in OpenSees to …

Conventionally, single-targeted H∞ or H 2 optimization methods are adopted to determine
the optimal parameters of different Dynamic Vibration Absorbers (DVAs) individually. A …

The tuned mass‐damper‐inerter (TMDI) is a recently proposed linear passive dynamic
vibration absorber for the seismic protection of buildings. It couples the classical tuned mass …

In this paper, the classical linear tuned mass damper (TMD) is coupled with an inerter, a two-
terminal device resisting the relative acceleration of its terminals, in various tuned mass …

The tuned mass damper inerter (TMDI) couples the classical tuned mass damper (TMD) with
an inerter, a mechanical device whose generated force is proportional to the relative …