Application of smart dampers for prevention of seismic pounding in isolated structures subjected to near-fault earthquakes
A Rayegani, G Nouri - Journal of Earthquake Engineering, 2022 - Taylor & Francis
This paper investigates the performance of the Magnetorheological damper as a smart
dissipating device in the isolated buildings for prevention of seismic pounding. To that end …
dissipating device in the isolated buildings for prevention of seismic pounding. To that end …
Experimental study of sliding base-isolated buildings with magnetorheological dampers in near-fault earthquakes
S Sahasrabudhe, S Nagarajaiah - Journal of Structural Engineering, 2005 - ascelibrary.org
The increase in bearing displacements of sliding isolated buildings due to near-fault
earthquakes, with long-period pulse type of ground motion, is an important problem. Often …
earthquakes, with long-period pulse type of ground motion, is an important problem. Often …
Experimental investigation on semi-active control of base isolation system using magnetorheological dampers for concrete frame structure
The traditional passive base isolation is the most widely used method in the engineering
practice for structural control, however, it has the shortcoming that the optimal control …
practice for structural control, however, it has the shortcoming that the optimal control …
Experimental investigation of semiactive robust control for structures with magnetorheological dampers
H Aggumus, S Cetin - Journal of Low Frequency Noise …, 2018 - journals.sagepub.com
This study investigates reducing the vibration of structures under different earthquakes using
magnetorheological dampers. To investigate the effect of the magnetorheological damper …
magnetorheological dampers. To investigate the effect of the magnetorheological damper …
“Smart” base isolation strategies employing magnetorheological dampers
H Yoshioka, JC Ramallo… - Journal of engineering …, 2002 - ascelibrary.org
One of the most successful means of protecting structures against severe seismic events is
base isolation. However, optimal design of base isolation systems depends on the …
base isolation. However, optimal design of base isolation systems depends on the …
Performance of tuned mass damper against structural collapse due to near fault earthquakes
M Domizio, D Ambrosini, O Curadelli - Journal of Sound and Vibration, 2015 - Elsevier
Tuned mass dampers (TMD) are devices capable of reducing structural vibration by means
of transferring energy from the protected structure to the control device. This vibration control …
of transferring energy from the protected structure to the control device. This vibration control …
[HTML][HTML] Seismic response analysis of coupled building involving MR damper and elastomeric base isolation
MK Shrimali, SD Bharti, SM Dumne - Ain Shams Engineering Journal, 2015 - Elsevier
Application of control devices for seismic hazard mitigation has emerged as an attractive
and viable proposition over the years. Buildings in close proximity are prone to pound to …
and viable proposition over the years. Buildings in close proximity are prone to pound to …
Reduction of pounding between buildings using fuzzy controller
In this study, a FUZZY LOGIC CONTROLLER is employed to synchronize the response of
two adjacent buildings coupled with a magneto-rheological (MR) damper and also, to …
two adjacent buildings coupled with a magneto-rheological (MR) damper and also, to …
[图书][B] Fuzzy control of magnetorheological dampers for vibration reduction of seismically excited structures
CMD Wilson - 2005 - search.proquest.com
Since civil structures have little damping capability, extensive damage and even failure often
occur when they are subjected to seismic excitations. Control devices have therefore been …
occur when they are subjected to seismic excitations. Control devices have therefore been …
Vibration control of buildings using magnetorheological damper: a new control algorithm
AM Aly - Journal of Engineering, 2013 - Wiley Online Library
This paper presents vibration control of a building model under earthquake loads. A
magnetorheological (MR) damper is placed in the building between the first floor and …
magnetorheological (MR) damper is placed in the building between the first floor and …