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 …

This paper reviews the state-of-the-art and–practice on various methodologies developed to
control the wind-induced vibration of tall buildings. Tall buildings experience wind-induced …

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 …

Bridging the gap between wind and structural engineering, Wind Loading of Structures
demonstrates the application of wind engineering principles to ensure maximum safety in a …

A semi-active vibration absorber with real-time controlled magnetorheological damper (MR-
SVA) for the mitigation of harmonic structural vibrations is presented. The MR damper force …

Tall buildings in hilly terrain are very likely being attacked by topography-induced twisted
wind. In this study, the effects of three wind profiles on second-generation benchmark …

This paper describes the new concept of a semi-active tuned mass damper with
magnetorheological damper (MR-STMD). The real-time controlled MR damper force …

This paper presents a new adaptive tuned mass damper (TMD) whose stiffness and
damping can be tuned in real-time to changing frequencies of a target structure. The …

The influence of twisted wind profile (TWP) on aerodynamic characteristics of tall building is
investigated by pressure measurement test with varying angle of attack (AOA) of (− 90°, 90°) …

This paper presents a numerical algorithm for the simulation of the along-wind dynamic
response of tall buildings under turbulent winds, using Monte Carlo (MC) integration …