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Nonlinear dynamic behavior of steel tower of cable-stayed bridges with
passive energy dissipation system

Research Authors
Hayashikawa T. and Abdel Raheem S. E.
Research Department
Research Journal
Journal of Structural Engineering, JSCE
Research Pages
pp.863-874
Research Rank
1
Research Vol
Vol.48
Research Website
http://www.jsce.or.jp/library/eq10/proc/00127/48A-0863.pdf
Research Year
2002

Effect of frameworks on dynamic behavior of steel towers of
cable-stayed bridge under great earthquake ground motions

Research Authors
Abdel Raheem S. E., Hayashikawa T. and Sato K.
Research Department
Research Journal
Journal of Structural Engineering, JSCE
Research Pages
pp.359-368
Research Rank
1
Research Vol
Vol.48
Research Website
http://www.jsce.or.jp/library/eq10/proc/00127/48A-0359.pdf
Research Year
2002

Effects of soil-foundation-superstructure interaction on
seismic response of cable-stayed bridges tower with spread footing foundation

Research Authors
Abdel Raheem S. E., Hayashikawa T. and Hashimoto I.
Research Department
Research Journal
Journal of Structural Engineering,
JSCE,
Research Pages
pp. 475-486
Research Rank
1
Research Vol
Vol.49A
Research Website
http://www.jsce.or.jp/library/eq10/proc/00127/49A-0475.pdf,
Research Year
2003

Parametric study on steel tower seismic response of cable-stayed
bridges under great earthquake ground motion

Research Authors
Abdel Raheem S. E. and Hayashikawa T.
Research Department
Research Journal
Structural Engineering and Earthquake Engineering, JSCE
Research Pages
pp. 25-41
Research Rank
1
Research Vol
Vol.
20(1)
Research Website
http://www.jstage.jst.go.jp/article/jsceseee/20/1/25s/_ppdf ,
http://www.jsce.or.jp/library/eq10/proc/00037/731-0001.pdf
Research Year
2003

Seismic analysis of cable-stayed bridges tower including
base connections anchor bolts lift-off

Research Authors
Abdel Raheem S. E., Hayashikawa T. and Hashimoto I.
Research Department
Research Journal
JSCE Journal of Earthquake Engineering
Research Pages
Paper No. 11
Research Rank
1
Research Vol
Vol.27
Research Year
2003

Improvement of Seismic Performance of Tower of
Cable-Stayed Bridges with Low Yield Material

Research Authors
Hayashikawa T., Kawakami T. and Abdel Raheem S. E.
Research Department
Research Journal
Journal of Construction Steel, JSSC
Research Pages
pp. 25-30
Research Rank
1
Research Vol
Vol. 12
Research Website
http://sciencelinks.jp/j-east/display.php?id=000020050505A0077068
Research Year
2004

Seismic Pounding between Adjacent Building Structures, Electronic Journal of Structural
Engineering - EJSE

Research Authors
Abdel Raheem S. E.
Research Department
Research Journal
The University of Melbourne
Research Pages
pp. 66 -74
Research Rank
1
Research Vol
Vol. 6
Research Website
http://www.ejse.org/
Research Year
2006

Damping characteristics in soil-foundation-superstructure interaction
model of cable-stayed bridges tower

Research Authors
Abdel Raheem S. E. and Hayashikawa T.
Research Department
Research Journal
Journal of Construction Steel, JSSC
Research Pages
pp. 261-268
Research Rank
1
Research Vol
Vol. 15
Research Year
2007

Friction based semi-active control of cable-stayed bridges

Research Abstract
With the rapid increase of bridge spans, research on controlling earthquake-induced vibration of long-span bridges has been a problem of great concern. The concept of varying the normal force in a frictional interface is investigated to enhance the energy dissipation from a vibrating structure and improve the seismic performance of bridge structures. A semi-active optimal control algorithm is formulated to determine the controllable clamping force of a variable friction device; this algorithm uses measurements of the absolute acceleration and device relative displacements for determining the control action to ensure that the algorithm would be implementable on a physical structure. The friction device UHYDE-fbr is designed and manufactured such that the normal force in the friction interface can be influenced with air pressure chamber, hence the normal force and friction damping can be controlled. The friction device is a controllable energy dissipation device that cannot add mechanical energy to the structural system; the proposed control strategy is fail-safe in that bounded-input, bounded-output stability of the controlled structure is guaranteed.
Research Authors
Abdel Raheem S. E., Dorka, U.E. and Hayashikawa, T.
Research Department
Research Journal
Journal of Structural Engineering, JSCE
Research Pages
pp. 428 - 438
Research Rank
1
Research Vol
Vol.53A
Research Website
http://www.jstage.jst.go.jp/article/structcivil/53A/0/428/_pdf
Research Year
2007
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