Add to ORKGIn the present paper, the design optimization and the buckling analysis of an aluminium-steel device for the seismic protection of structures are presented. Moreover, it is detailed discussed the dynamical response of a 3D two-storey steel frame, equipped with the proposed device and subjected to 14 natural earthquakes, which are compatible with the response spectra provided by Eurocode 8
This paper deals with a new seismic protection system for timber platform frame buildings, either fo...
A study case of a tall steel building seismically protected by means of both pure aluminum shear pan...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...
In this paper the behaviour of a new hysteretic dissipater for seismic passive protection of structu...
The present paper deals with the design optimization of an aluminium yielding-based device. The desi...
The use of energy dissipation systems for the seismic control of steel structures represents a valid...
In the present study a new dissipation device for seismic protection of structures is proposed. This...
In recent years many techniques for the seismic control of structures have been developed. Among the...
SUMMARY In the present study, a new dissipation device for seismic protection of structures is propo...
The paper deals with the proposal and the experimental validation of a novel dissipative bracing sys...
The basic principle of conventional earthquake-resistant design that has been applied for the last 7...
In this chapter, a new seismic protection device is proposed. It is designed to dissipate the energy...
This paper presents the numerical analysis and the experimental results of an energy dissipator base...
One of the most destructive natural phenomena is the earthquake. These events destroy lives, goods a...
Among the various strategies for the seismic protection of buildings, the use of passive devices bas...
This paper deals with a new seismic protection system for timber platform frame buildings, either fo...
A study case of a tall steel building seismically protected by means of both pure aluminum shear pan...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...
In this paper the behaviour of a new hysteretic dissipater for seismic passive protection of structu...
The present paper deals with the design optimization of an aluminium yielding-based device. The desi...
The use of energy dissipation systems for the seismic control of steel structures represents a valid...
In the present study a new dissipation device for seismic protection of structures is proposed. This...
In recent years many techniques for the seismic control of structures have been developed. Among the...
SUMMARY In the present study, a new dissipation device for seismic protection of structures is propo...
The paper deals with the proposal and the experimental validation of a novel dissipative bracing sys...
The basic principle of conventional earthquake-resistant design that has been applied for the last 7...
In this chapter, a new seismic protection device is proposed. It is designed to dissipate the energy...
This paper presents the numerical analysis and the experimental results of an energy dissipator base...
One of the most destructive natural phenomena is the earthquake. These events destroy lives, goods a...
Among the various strategies for the seismic protection of buildings, the use of passive devices bas...
This paper deals with a new seismic protection system for timber platform frame buildings, either fo...
A study case of a tall steel building seismically protected by means of both pure aluminum shear pan...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...