The study presented in this paper introduces a new intelligent methodology to mitigate the
vibration response of flexible cantilever plates. The use of the piezoelectric sensor/actuator …

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 …

This study investigates the use of correlation-based damage detection methods for long-
span, cable-stayed bridges. The proposed approach is based on the multiple damage …

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 focuses on introducing and investigating the performance of a new passive
seismic control device for cable-stayed bridges made with shape memory alloys (SMAs) …

This paper focuses on the model updating of complex structural systems. Traditional model
updating techniques optimize an objective function to calculate one single optimal model …

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 …

In view of the grave socioeconomic consequences of earthquake damage to bridge
structures, along with their critical role in modern and older road and rail networks, this …

This study evaluates the fragility curves of a cable-stayed bridge by an analytical approach
based on time history analysis. The presentation of the vulnerability information in the form …

A dense deployment of sensors is often beneficial for obtaining a more complete
understanding of the dynamic behavior of complex structures, such as long-span bridges …