[1] | Abdel Raheem S. E: Seismic Pounding at Expansion Joints of Multi‐Span Bridge Structures, 7th International Engineering Conference, 7th IEC, 23‐28 March 2010, Mansoura/Sharm El‐sheikh. |
[2] | Abdel Raheem S. E.: Seismic Pounding at Expansion Joints of Bridge Structure, 11th ASEC (Arab Structural Engineering Conference) October 25‐27, King Fahd University of Petroleum & Minerals, Dhahran 31261 ‐ Saudi Arabia, 2009, paper ID 128. |
[3] | 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, November 19‐21, 2008, Paper ID 413, 2008. |
[4] | 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, 12‐17 October 2008. |
[5] | 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, 12‐17 October 2008. |
[6] | 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, June 4‐6, 2008, CD‐ROM, Paper ID. B35, 2008. |
[7] | Abdel Raheem, S. E. and Hayashikawa, T.: 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, Helsinki, Finland, June 4‐6, 2008, CD‐ROM, Paper ID. F15, 2008. |
[8] | Abdel Raheem, S. E. and Hayashikawa, T.: Seismic protection of cable‐stayed bridges under multiplesupport excitations, 4th International Earthquake geotechnical Engineering-4ICEGE, Thessaloniki, Greece, 25‐28 June 2007, CD‐ROM, Paper No. 1361. |
[9] | 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, July 30-August 1, 2007, CD‐ROM, pp. 25‐41. |
[10] | 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, 19‐21 September 2007, CD‐ROM, Paper No. 68, 2007. |
[11] | Abdel Raheem S. E. and Hayashikawa T.: Characterization of biaxial interaction of seismic isolation for bridge structures, Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol. 63, pp.200‐203, 2007. |
[12] | 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., 11‐13 July 2006, CD‐ROM, Paper No. 32, 2006. |
[13] | 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. |
[14] | Abdel Raheem S. E.: Evaluation and prevention of seismic pounding between adjacent building structures, 3rd Egyptian Conference on Earthquake Engineering ‐ EGYQUAKE 3, Cairo, Egypt, 6‐8 December 2004, pp 253‐266, 2004. |
[15] | Hayashikawa T., Abdel Raheem S. E. and Hashimoto I.: Nonlinear seismic response of soil‐foundationstructure interaction model of cable‐stayed bridges tower, Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 3045, 1‐6 August 2004. |
[16] | 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, 3rd Egyptian Conference on Earthquake Engineering ‐ EGYQUAKE 3, Cairo, Egypt, 6‐8 December 2004, pp 267‐281. |
[17] | Abdel Raheem S. E. and Hayashikawa T.: Soil structure interaction effect on seismic response of cablestayed bridges tower, 1st International Conference of Civil Engineering Science (ICCES1), Egypt, pp. 480‐491, 7‐8 October 2003. |
[18] | 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, 1‐2 September 2003. |
[19] | Abdel Raheem S. E. and Hayashikawa T.: Soil structure interaction effect on seismic response of cablestayed bridges tower, 1st International Conference of Civil Engineering Science (ICCES1), Egypt, pp. 480‐491, 7‐8 October 2003. |
[20] | Abdel Raheem S. E., Hayashikawa T. and Hashimoto I.: Seismic tower response of cable‐stayed bridges including nonlinear soil interaction, Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol. 59, pp.200‐203, 2003. |
[21] | 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, Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, Vol. 59, pp. 50‐53, 2003. |
[22] | 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. |
[23] | 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, 2‐4 October 2002. |
[24] | 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. |
[25] | 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. |
[26] | 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, 2001. |
[27] | 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. |