One of the serious issues of traditional signal processing techniques in analyzing the
responses of real-life structures is related to the presentation of fundamental information of …

A novel semi-active control algorithm for adaptive variable stiffness intelligent structures that
combines the fuzzy control strategy with Long Short-Term Memory (LSTM) is proposed in …

Base isolation can achieve a reduction in floor acceleration and inter-story drift. However, it
may suffer from excessive displacements under near-fault and far-field earthquakes. To …

A detailed literature review of the recent advances in hybrid vibration-control systems was
presented in this article. In the literature, a combination of two or more vibration-control …

To reduce structural responses under earthquake excitations effectively and improve their
resilience, a smart structure with a semiactive tuned mass damper (STMD) on the top story …

Tuned mass dampers (TMD), active mass dampers (AMD) and hybrid mass dampers (HMD)
have been widely applied for vibration control of tall buildings and bridges in the past …

Floor structures, especially large-span floor structures, are sensitive to human-induced
vibrations, which might cause a serviceability problem. Multiple tuned mass damper (MTMD) …

The primary objective of this paper is to develop output only modal identification and
structural damage detection. Identification of multi-degree of freedom (MDOF) linear time …

Conventional structural design procedures are generally based on two requirements,
namely safety and serviceability. Safety relates to extreme loadings, which have a very low …

In the present study, a semi‐active tuned mass damper (STMD) with variable damping
coefficient and stiffness is evaluated under seismic excitations. Variation of the damping …