In this study, a novel hysteretic damper is proposed for beam-column steel connections to
dissipate seismic energy. The proposed system is classified as a low-damage device and …

Recently, the interest in research for optimization of viscous dampers in design of buildings
has been increasing. In this study, the effect of soil-structure interaction has been taken into …

The effectiveness of various vibration control strategies has always been a debate among
structural engineers. Seismic base isolation systems and passive dampers are recognized …

The fractional-order derivative Zener (FDZ) model can reasonably predict the frequency
dependence behavior of rubber-like materials. However, its capability to capture nonlinear …

This study presents a sequence of experimental and numerical studies conducted to
determine the performance of a novel response-based adaptive (RA) control strategy. The …

In this study, shake table tests of a multistory steel frame structure designed according to
Eurocodes 3 and 8 with and without the newly developed prestressed viscous damper …

In this study, the performance of triangular added dam** and stiffness (TADAS) dampers
combined with curved dampers (Curved-TADAS damper) is evaluated in moment resisting …

This paper presents analysis and vibration control of tall benchmark building under wind
and earthquake excitations. The study compared the most recent advanced bracing scheme …

The coupling behavior in the structural response caused by the multicomponents of ground
motions in friction pendulum base-isolated buildings can change the response of …

This paper presents a series of experimental and numerical investigations on a vertical
isolation system with quasi-zero stiffness (QZS) property. The isolation system comprises a …