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 …

Tuned mass damper (TMD) is a popular vibration absorber. To improve the seismic
protection performance of a bi-directional passive TMD, a bi-directional semi-active TMD …

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 …

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 …

This paper investigates the effectiveness of two adaptive control strategies for modulating
the control force of variable friction dampers (VFDs) that are employed as semi-active …

The present paper experimentally and numerically explores the response attenuation of a
hardening Düffing oscillator using a nonlinear tuned mass damper (NTMD) and an adaptive …

Long-period pulses in near-field earthquakes lead to large displacements in the base of
isolated structures. To dissipate energy in isolated structures using semi-active control …

This paper investigates the response attenuation of a hardening Düffing oscillator utilizing a
Nonlinear Tuned Mass Damper (NTMD), a Semi-Active Tuned Mass Damper (STMD), and a …

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 …

Real‐time hybrid testing is a very effective technique for evaluating the dynamic responses
of rate‐dependent structural systems subjected to earthquake excitation. A smart base …