Through the implementation of a predictor-corrector algorithm, it was possible to determine the maximum energy to be dissipated caused by an earthquake, using dissipative cubic cells. These cells, made of elastomers, form together with the tile floor, a coordinated system of elements that resist the effect of the energy causing seismicity in residential flooring. Inside these cells, a spring bolt absorbs the energy of the seismic movement, becoming a mini-sink. The final equation of energy balance considers the dynamic energy of the earthquake is equal to the sum of the energy of deformation of the bolt, the more power dissipation multiplied by a constant “α” as a factor representing the probable events torsion. The fluid elastomer, poured ...
AbstractNowadays, structural controlling systems, and specially passive and semi-active systems are ...
Assessing the earthquake ductility of seismic resistant structures usually requires a non-linear dyn...
The mechanism of earthquake energy input to connected building models on flexible soil is clarified....
The energy dissipators are passive components that are incorporated into buildings and other structu...
Impacto de la utilización de eco-ladrillos, como envolventes para viviendas unifamiliares de una pla...
This study evaluates the characteristics of elastomeric dampers, and assesses their eectiveness in ...
Energy-based approaches are developed as an alternative to displacement-based methods in nonlinear a...
2013-11-10In order to effectively design reinforced concrete moment frames to withstand earthquake g...
This paper is concerned with the definition and prediction of damage-causing earthquake input energy...
Determination of capacities of structural members, both in terms of strength and deformation, and es...
An alternative design philosophy, for structures equipped with control devices, capable to resist an...
Work toward developing a simple method for the aseismic design of structures considering energy diss...
This is a demonstration of the principle of elastic rebound for the cause and recurrence of earthqua...
This paper evaluates the hysteretic behavior of an innovative compressed elastomer structural damper...
This paper corresponds to a summary of the common aspects of the state-of-the-art seismic response c...
AbstractNowadays, structural controlling systems, and specially passive and semi-active systems are ...
Assessing the earthquake ductility of seismic resistant structures usually requires a non-linear dyn...
The mechanism of earthquake energy input to connected building models on flexible soil is clarified....
The energy dissipators are passive components that are incorporated into buildings and other structu...
Impacto de la utilización de eco-ladrillos, como envolventes para viviendas unifamiliares de una pla...
This study evaluates the characteristics of elastomeric dampers, and assesses their eectiveness in ...
Energy-based approaches are developed as an alternative to displacement-based methods in nonlinear a...
2013-11-10In order to effectively design reinforced concrete moment frames to withstand earthquake g...
This paper is concerned with the definition and prediction of damage-causing earthquake input energy...
Determination of capacities of structural members, both in terms of strength and deformation, and es...
An alternative design philosophy, for structures equipped with control devices, capable to resist an...
Work toward developing a simple method for the aseismic design of structures considering energy diss...
This is a demonstration of the principle of elastic rebound for the cause and recurrence of earthqua...
This paper evaluates the hysteretic behavior of an innovative compressed elastomer structural damper...
This paper corresponds to a summary of the common aspects of the state-of-the-art seismic response c...
AbstractNowadays, structural controlling systems, and specially passive and semi-active systems are ...
Assessing the earthquake ductility of seismic resistant structures usually requires a non-linear dyn...
The mechanism of earthquake energy input to connected building models on flexible soil is clarified....