Shahrokh Abdi - Academia.edu (original) (raw)

Andrej Dujella related author profile picture

Hemin  Koyi related author profile picture

Jana  Javornik related author profile picture

Armando Marques-Guedes related author profile picture

Graham Martin related author profile picture

Gwen Robbins Schug related author profile picture

Gabriel Gutierrez-Alonso related author profile picture

John Sutton related author profile picture

Eros Carvalho related author profile picture

Kevin Arbuckle related author profile picture

Uploads

Papers by Shahrokh Abdi

Research paper thumbnail of Estimation of missing annual discharge

Estimation of missing annual discharge

2010 International Conference on Environmental Engineering and Applications, 2010

... KN.Toosi University of Technology Karaj, Iran hedayati m 1 098@yahoo.comMohamad Reza Kavianpo... more ... KN.Toosi University of Technology Karaj, Iran hedayati m 1 098@yahoo.comMohamad Reza Kavianpour Associate Professor Civil and Structural Mng KN.Toosi University of Technology Tehran, Iran kavianpour@kntu.ac.ir ...

Research paper thumbnail of Numerical Investigation of a New Method for Seismic Control of Structures

KSCE Journal of Civil Engineering, 2020

Vertical mass isolation (VMI) method is used for the seismic control of structures. In this metho... more Vertical mass isolation (VMI) method is used for the seismic control of structures. In this method, the entire structure is considered to be a combination of two mass and stiffness subsystems with an isolator layer located in-between. A magnetorheological (MR) damper is used as the isolator layer to control the structure. The semi-active control technique is applied to control the MR damper based on the applied controlling voltage. Several single degree of freedom structures with the same masses and main periods of 0.5, 1.0, 2.0 and 3.0 seconds are studied. Finally, a comparison between the results of this method with three passive control methods was performed. Results indicated that the semi-active control method based on maximum voltage of 9V will reduce, on average, the maximum roof displacement by 25% and 51% more than the Copt and passive-off methods and is equal to the passive-on method at 9V. However, the efficiency of the semi-active method in controlling the maximum absolute acceleration of the roof and the base shear of the structure was on average 28% and 45% lower than the Copt and passive-off methods, respectively and 2% higher than the passive-on method.

Research paper thumbnail of Estimation of missing annual discharge

Estimation of missing annual discharge

2010 International Conference on Environmental Engineering and Applications, 2010

... KN.Toosi University of Technology Karaj, Iran hedayati m 1 098@yahoo.comMohamad Reza Kavianpo... more ... KN.Toosi University of Technology Karaj, Iran hedayati m 1 098@yahoo.comMohamad Reza Kavianpour Associate Professor Civil and Structural Mng KN.Toosi University of Technology Tehran, Iran kavianpour@kntu.ac.ir ...

Research paper thumbnail of Numerical Investigation of a New Method for Seismic Control of Structures

KSCE Journal of Civil Engineering, 2020

Vertical mass isolation (VMI) method is used for the seismic control of structures. In this metho... more Vertical mass isolation (VMI) method is used for the seismic control of structures. In this method, the entire structure is considered to be a combination of two mass and stiffness subsystems with an isolator layer located in-between. A magnetorheological (MR) damper is used as the isolator layer to control the structure. The semi-active control technique is applied to control the MR damper based on the applied controlling voltage. Several single degree of freedom structures with the same masses and main periods of 0.5, 1.0, 2.0 and 3.0 seconds are studied. Finally, a comparison between the results of this method with three passive control methods was performed. Results indicated that the semi-active control method based on maximum voltage of 9V will reduce, on average, the maximum roof displacement by 25% and 51% more than the Copt and passive-off methods and is equal to the passive-on method at 9V. However, the efficiency of the semi-active method in controlling the maximum absolute acceleration of the roof and the base shear of the structure was on average 28% and 45% lower than the Copt and passive-off methods, respectively and 2% higher than the passive-on method.

Log In