This paper presents the problem definition and guidelines for a benchmark control problem
in real-time hybrid simulation for a seismically excited building, to appear in a Special Issue …

The effectiveness of the multi-mode control of seismically excited building installed with
distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic …

This paper presents the problem definition of the benchmark structural control problem for
the seismically excited highway bridge. The benchmark problem is based on the newly …

Advancing RTHS methods to readily handle multi-dimensional problems has great potential
for enabling more advanced testing and synergistically using existing laboratory facilities …

This paper presents sample control system designs for the three‐dimensional benchmark
structural control problem for seismically excited highway bridge. Three types of sample …

A hybrid base isolation system that is composed of linear elastomeric bearings (EB), friction‐
pendulum bearings (FPB), shape memory alloy (SMA) wires, and magnetorheological (MR) …

This paper presents the fully base‐isolated highway bridge benchmark problem. The
highway bridge benchmark problem consists of two phases:(1) Phase I—the bridge deck …

This paper presents novel decentralized output feedback control strategy for the active and
semi‐active controls of the highway bridge benchmark phases I and II problems subjected to …

The angular‐mass damper referred herein is a wheel that has concentrated mass on its
perimeter. The rotational inertia of the wheel is employed to dampen the relative …

This study presents a smart system design to enhance the seismic performance of base‐
isolated buildings using modal LQG control strategies and smart devices …