This article investigates experimentally the application of health monitoring techniques to assess the damage on a particular kind of hysteretic (metallic) damper called web plastifying dampers, which are subjected to cyclic loading. In general terms, hysteretic dampers are increasingly used as passive control systems in advanced earthquake-resistant structures. Nonparametric statistical processing of the signals obtained from simple vibration tests of the web plastifying damper is used here to propose an area index damage. This area index damage is compared with an alternative energy-based index of damage proposed in past research that is based on the decomposition of the load?displacement curve experienced by the damper. Index of damage h...
This work deals with seismic protection of steel building structures using hysteretic energy dissipa...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
The seismic resistance of structures can be enhanced by using passive energy dissipation devices in ...
This article investigates experimentally the application of health monitoring techniques to assess t...
This paper presents the experimental results obtained by applying frequency-domain structural health...
This paper proposes a pulse-echo Ultrasonic Testing (UT) methodology to quantify the damage of hyste...
The paper proposes a new application of non-parametric statistical processing of signals recorded fr...
The authors thank the PREDITEST Company, from the Czech Republic, and in particular Svoboda, for su...
Hysteretic steel dampers have been effectively used to improve the seismic performance of framed bui...
Relative wavelet energy entropy (RWEE) is proposed to detect and quantify damage to hysteretic dampe...
This study aims to evaluate energy absorption capacity of hysteretic steel damper for earthquake pro...
A new damage index for plane steel frames under earthquake ground motion is proposed. This index is ...
There is a relationship between inelastic deformation and energy dissipation in structures that are ...
Inelastic deformation of metallic materials is one of the most effective mechanisms for the dissipat...
The goal of this research is to establish a relationship between design level and performance level....
This work deals with seismic protection of steel building structures using hysteretic energy dissipa...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
The seismic resistance of structures can be enhanced by using passive energy dissipation devices in ...
This article investigates experimentally the application of health monitoring techniques to assess t...
This paper presents the experimental results obtained by applying frequency-domain structural health...
This paper proposes a pulse-echo Ultrasonic Testing (UT) methodology to quantify the damage of hyste...
The paper proposes a new application of non-parametric statistical processing of signals recorded fr...
The authors thank the PREDITEST Company, from the Czech Republic, and in particular Svoboda, for su...
Hysteretic steel dampers have been effectively used to improve the seismic performance of framed bui...
Relative wavelet energy entropy (RWEE) is proposed to detect and quantify damage to hysteretic dampe...
This study aims to evaluate energy absorption capacity of hysteretic steel damper for earthquake pro...
A new damage index for plane steel frames under earthquake ground motion is proposed. This index is ...
There is a relationship between inelastic deformation and energy dissipation in structures that are ...
Inelastic deformation of metallic materials is one of the most effective mechanisms for the dissipat...
The goal of this research is to establish a relationship between design level and performance level....
This work deals with seismic protection of steel building structures using hysteretic energy dissipa...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
The seismic resistance of structures can be enhanced by using passive energy dissipation devices in ...