|
Publications: |
1 - Shehata E. abdelRaheem, Seismic Pounding of Expasion Joints of Multi-Span Bridge Structure, 7th International Engineering Conference - Mansoura - sherm Elsheikh, March, 2010
|
2 - Abdel Raheem S. E., Hayashikawa, T. and Dorka, U.E., Earthquake ground motion spatial variation effects on
seismic response control of Cable-Stayed Bridges, Journal of Structural Engineering, JSCE, Vol.55A, 2009
|
3 - Abdel Raheem S. E., Seismic Pounding at Expansion Joints of Bridge Structure, 11th ASEC (Arab Structural
Engineering Conference) King Fahd University of Petroleum & Minerals, Dhahran 31261 -Saudi
Arabia, 2009
|
4 - Abdel Raheem S. E. and Hayashikawa, T., Seismic Response Control of Cable-Stayed Bridge Tower with Low
Yield Steel Hysteretic Damper, The Eleventh East Asia-Pacific Conference on Structural Engineering &
Construction, EASEC-11, Taipei, Taiwan, Paper ID 413, 2008
|
5 - Abdel Raheem, S. E., and Hayashikawa, T., Innovative control Strategy for seismic pounding mitigation of bridge
structures, 14th World Conference on Earthquake Engineering, 14WCEE, Beijing, China, Paper No. 05-02-0107, 2008
|
6 - Abdel Raheem, S. E., Hayashikawa, T. and Dorka, U., Spatial Variation Effects on Seismic Response Control of
Cable-Stayed Bridges, 14th World Conference on Earthquake Engineering, 14WCEE, Beijing, China, Paper No.
05-02-0015, 2008
|
7 - Abdel Raheem, S. E. and Hayashikawa, T., Control strategy for seismic pounding mitigation of bridge structures, International Association for Bridge and Structural Engineering - IABSE Conference, Information and
Communication Technology (ICT) for Bridges, Buildings and Construction Practice, Helsinki, Finland, Paper ID. B35, 2008
|
8 - Abdel Raheem, S. E. and Hayashikawa, T., Vibration and Damping Characteristics of Cable-Stayed Bridges
Tower, Vibration and Damping Characteristics of Cable-Stayed Bridges
Tower, International Association for Bridge and Structural Engineering - IABSE Conference, Information and
Communication Technology (ICT) for Bridges, Buildings and Construction Practice, Hel, Paper ID. F15, 2008
|
9 - Abdel Raheem S. E., Dorka, U.E. and Hayashikawa, T., Friction based semi-active control of cable-stayed bridges, Journal of Structural Engineering, JSCE, Vol.53A, pp. 428 - 438, http://www.jstage.jst.go.jp/article/structcivil/53A/0/428/_pdf, 2007
|
10 - Abdel Raheem S. E. and Hayashikawa T., Damping characteristics in soil-foundation-superstructure interaction
model of cable-stayed bridges tower, Journal of Construction Steel, JSSC, Vol. 15, pp. 261-268, 2007
|
11 - Abdel Raheem, S. E. and Hayashikawa, T., Seismic protection of cable-stayed bridges under multiple-support
excitations, 4th International Earthquake geotechnical Engineering - 4ICEGE, Thessaloniki, Greece, Paper No. 1361, 2007
|
12 - Abdel Raheem, S. E. and Hayashikawa, T., Low Yield Steel Energy Dissipation Link for Seismic Protection of
Cable-Stayed Bridge towers, 7th German-Japanese Bridge Symposium - GJBS07, Osaka, Japan, pp. 25-41, 2007
|
13 - Abdel Raheem, S. E. and Hayashikawa, T., Bi-directional seismic response control for bridge structures, International Association for Bridge and Structural Engineering - IABSE Symposium, Improving Infrastructure
Worldwide - Bringing People Closer, Weimar, Germany, Paper No. 68, 2007
|
14 - Abdel Raheem S. E. and Hayashikawa T., Characterization of biaxial interaction of seismic isolation for bridge
structures, Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, Vol. 63, pp.200-203, 2007
|
15 - Abdel Raheem S. E., Seismic Pounding between Adjacent Building Structures, Electronic Journal of Structural
Engineering - EJSE, The University of Melbourne, Vol. 6, pp. 66 -74, http://www.ejse.org/
, 2006
|
16 - Abdel Raheem S. E., Seismic response of cable-stayed bridge tower with semi-rigid base connection modelling, Journal of Engineering Sciences, Assiut University, Vol. 34(6), pp. 1743-1755, 2006
|
17 - Abdel Raheem, S. E. and Dorka, U.E., Feasibility study on semi-active control of the cable-stayed bridge
benchmark with friction device system, 4th World Conference on Structural Control and Monitoring - 4WCSCM,
San Diego, California, U.S.A, Paper No. 32, 2006
|
18 - Abdel Raheem S. E., Friction Device system for Semi-Active Control of Cable-Stayed Bridges, Symposium Stahl
& Verbund 2005, Kassel, Germany, pp. 26-36, 2005
|
19 - Abdel Raheem S. E. and Hayashikawa T., Dynamic analysis of cable-stayed bridge tower under level II
earthquake ground motion, Steel Construction Engineering, JSSC, Vol. 11, pp. 47-58, 2004
|
20 - Hayashikawa T., Kawakami T. and Abdel Raheem S. E., Improvement of Seismic Performance of Tower of
Cable-Stayed Bridges with Low Yield Material, Journal of Construction Steel, JSSC, Vol. 12, pp. 25-30, http://sciencelinks.jp/j-east/display.php?id=000020050505A0077068, 2004
|
21 - Hayashikawa T., Abdel Raheem S. E. and Hashimoto I., and Hashimoto I.: Nonlinear seismic response of soil-foundation-structure
interaction model of cable-stayed bridges tower, 13th World Conference on Earthquake Engineering, Vancouver,
Canada, Paper No. 3045, 2004
|
22 - Abdel Raheem S. E., Evaluation and prevention of seismic pounding between adjacent building structures, Proceedings of 3rd Egyptian Conference on Earthquake Engineering - EGYQUAKE 3, Cairo, Egypt, pp 253-266, 2004
|
23 - Abdel-Shafy A. G. A., Moawad M. A., Aly M. M., Abdel Raheem S. E. and Hussein M. O., Nonlinear response
analysis of steel towers of cable-stayed bridge under earthquake motion, Proceedings of 3rd Egyptian Conference
on Earthquake Engineering - EGYQUAKE 3, Cairo, Egypt, pp 267-281, 2004
|
24 - Abdel Raheem S. E., Hayashikawa T. and Hashimoto I., Seismic analysis of cable-stayed bridges tower including
base connections anchor bolts lift-off, JSCE Journal of Earthquake Engineering, Vol.27, Paper No. 11, 2003
|
25 - Abdel Raheem S. E. and Hayashikawa T., Parametric study on steel tower seismic response of cable-stayed
bridges under great earthquake ground motion, Structural Engineering and Earthquake Engineering, JSCE, Vol.
20(1), pp. 25-41, http://www.jstage.jst.go.jp/article/jsceseee/20/1/25s/_ppdf ,
http://www.jsce.or.jp/library/eq10/proc/00037/731-0001.pdf
, 2003
|
26 - Abdel Raheem S. E., Hayashikawa T. and Hashimoto I., Effects of soil-foundation-superstructure interaction on
seismic response of cable-stayed bridges tower with spread footing foundation, Journal of Structural Engineering,
JSCE, , Vol.49A, pp. 475-486, http://www.jsce.or.jp/library/eq10/proc/00127/49A-0475.pdf,, 2003
|
27 - Abdel Raheem S. E. and Hayashikawa T., Nonlinear behavior of cable-stayed bridges tower under level II
earthquake ground motion, International Workshop on Structural Health Monitoring of Bridges/Colloquium on
Bridge Vibration, Kitami, Japan, pp. 133-140, 2003
|
28 - Abdel Raheem S. E., Hayashikawa T. and Hashimoto I., Seismic tower response of cable-stayed bridges including
nonlinear soil interaction, Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol.
59, pp.200-203, 2003
|
29 - Hayashikawa T., Hirooka T., Ikeda K. and Abdel Raheem S. E., Dynamic behavior of viaducts with PC cables in
consideration of pounding of girders and energy absorption, Proceedings of Hokkaido Chapter of the Japan Society
of Civil Engineers, JSCE, Vol. 59, pp. 50-53, 2003
|
30 - Hayashikawa T., Kawakami T., Abdel Raheem S. E. and Sato K., Seismic response analysis of steel tower of
cable-stayed bridge with residual stress, Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers,
JSCE, Vol. 59, pp.204-207, 2003
|
31 - Abdel Raheem S. E. and Hayashikawa T., Soil structure interaction effect on seismic response of cable-stayed
bridges tower, proceeding of the 1st International Conference of Civil Engineering Science (ICCES1), Egypt, pp.
480-491, 2003
|
32 - Abdel Raheem S. E., Hayashikawa T. and Sato K., Effect of frameworks on dynamic behavior of steel towers of
cable-stayed bridge under great earthquake ground motions, Journal of Structural Engineering, JSCE, Vol.48, pp.359-368, http://www.jsce.or.jp/library/eq10/proc/00127/48A-0359.pdf, 2002
|
33 - Hayashikawa T. and Abdel Raheem S. E., Nonlinear dynamic behavior of steel tower of cable-stayed bridges with
passive energy dissipation system, Journal of Structural Engineering, JSCE, Vol.48, pp.863-874, http://www.jsce.or.jp/library/eq10/proc/00127/48A-0863.pdf, 2002
|
34 - Abdel Raheem S. E. and Hayashikawa T., Effects of Construction imperfections on steel tower dynamic response
of cable-stayed bridge under great earthquake, Journal of Construction Steel, JSSC, Vol. 10, pp. 355-362, http://sciencelinks.jp/j-east/display.php?id=000020040303A0788622, 2002
|
35 - Abdel Raheem S. E., Hayashikawa T. and Hashimoto I., Study on foundation flexibility effects on steel tower
seismic response of cable-stayed bridges under great earthquake ground motion, Journal of Construction Steel,
JSSC, Vol. 10, pp. 349-354, http://sciencelinks.jp/j-east/display.php?id=000020040303A0788621, 2002
|
36 - Hayashikawa T. and Abdel Raheem S. E., Steel tower seismic response of cable-stayed bridges with passive
energy dissipation system, 7th International Conference on STEEL & SPACE STRUCTURES, Singapore, pp.191-
198, 2002
|
37 - Hayashikawa T., Aly G. A. and Abdel Raheem S. E., Dynamic response of steel tower of cable-stayed bridge with
construction imperfection under great earthquake ground motion, Proceedings of Hokkaido Chapter of the Japan
Society of Civil Engineers, JSCE, Vol. 58, pp.108-111, 2002
|
38 - Hayashikawa T., Aly G. A. and Abdel Raheem S. E., Effect of vertical ground motion on seismic response of steel
tower of cable-stayed bridges, Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol. 58, pp.112-115, 2002
|
39 - Hayashikawa T., Haga Y., Yahara D. and Abdel Raheem S. E., Effect of horizontal beam on nonlinear dynamic
response of steel towers of cable-stayed bridges under great earthquakes, Journal of Construction Steel, JSSC, Vol.
9, pp.301-308, 2001
|
40 - Hayashikawa T., Yahara D., Haga Y. and Abdel Raheem S. E., Isolated effect on dynamic behavior of steel tower
under great earthquake, Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol. 57, pp.254-257, 2001
|
41 - Abdel Shafy A. G. A., Abdel Said F. K., Ahmed H. H. and Abdel Raheem S. E., Analysis of space trusses using
nonlinear elastic and elasto-plastic models, Bulletin of Faculty of Engineering, Assiut University, Vol. 28(1), pp. 1-
9, 2000
|
42 - Abdel Shafy A. G. A., Abdel Said F. K., Ahmed H. H. and Abdel Raheem S. E., Constitutive models of tubular
strut members in elastic and elasto-plastic analysis, Bulletin of Faculty of Engineering, Assiut University, Vol.
27(2), pp. 59-75, 1999
|
43 - Hayashikawa T., Yahara D. and Abdel Raheem S. E., Effect of base isolation device on steel tower seismic
response of cable-stayed bridge under great earthquake, 26th JSCE Earthquake Engineering Symposium, Earthquake
Engineering Committee, Japan Society of Civil Engineering, Sapporo, Japan, Vol. 2, pp.1013-1016
|