Artificial intelligence and expert system remains a key technology in the 21st century. Using
active controllers, a structure can adaptively adjust its behaviour during dynamic loads. Such …

Seismic performance of double‐column tall pier bents has to date scarcely been
investigated. The deployment of link beams between columns, including numbers and …

It is known that the performance of traditional passive tuned mass dampers (TMDs) is highly
sensitive to vibration frequency. The fundamental frequency of existing tall buildings may …

This paper deals with the multi-hazard vibration reduction of high-rise buildings in resisting
earthquakes and winds, emphasizing on the optimization of supplemental negative stiffness …

In this paper, the seismic performance of conventional damped outrigger (CDO) is improved
by incorporating negative stiffness (NS) in parallel with the viscous damper. The applied …

Recently, damped outrigger structures have shown great potentials in suppressing
vibrations of tall buildings subjected to seismic and wind excitations. To gain insight into the …

Purpose The purpose of this article is to analyze the optimization process in depth,
elaborating on the components of the entire process and the techniques used. Researchers …

Optimized designs of tuned inerter dampers (TIDs) have been studied by presetting TID
locations for the control of structures with multiple degrees of freedom (MDOF). In addition to …

This study presents a new crosswind mitigation strategy by using negative stiffness damped
outrigger (NSDO) system for tall buildings. Using the “assisting motion” feature of negative …

High-rise buildings have attracted much attention with the continuing growth of world
population and increasing urbanization. As buildings become taller, suppressing excessive …