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Girders with Externally Prestressed PBO Fiber Reinforced Polymer Sheets [J]. Journal of Reinforced Plastics and<br />

Composites, 2003, 22(14):1269-1286.<br />

[30] Wu, Z. S., Hemdan, S. and Iwashita, K., Performance Evaluation and Design of Strengthened Structures with<br />

Prestressed PBO Fiber Reinforced Polymer Sheets [C]. Proceedings of IABSE Symposium on Responding to<br />

Tomorrow’s Challenges in Structural Engineering, Budapest, Hungary, (Lead speaker lecture), 2006.9. (CD-ROM)<br />

[31] Wu, Z. S., Iwashita, K. and Sun, X. H. Structural Performance of RC Beams Strengthened with Prestressed Near<br />

Surface Mounted CFRP Tendons [J]. ACI Special Publication on “Case Histories and Use of FRP for Prestressing<br />

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[32] Japan Society of Civil Engineering (JSCE). Earthquake Resistant Design Codes in Japan [S]. JSCE Earthquake<br />

Engineering Committee, 2000, Tokyo, Japan.<br />

[33] 吴 刚 , 吴 智 深 , 吕 志 涛 . FRP 约 束 混 凝 土 圆 柱 有 软 化 段 时 的 应 力 - 应 变 关 系 研 究 . 土 木 工 程 学 报 , 2006, 39(11):<br />

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[34] Wu, G., Lu, Z. T. and Wu, Z. S. Strength and Ductility of Concrete Cylinders Confined with FRP Composites [J].<br />

Journal of Construction and Building Materials, 2006, 20(3): 134-148.<br />

[35] Wu, G., Wu, Z. S. and Lu, Z. T. Design-Oriented Stress-Strain Model for Concrete Prisms Confined with FRP<br />

Composites [J]. Journal of Construction and Building Materials, 2007, 21(5): 1107-1121.<br />

[36] Fahmy, M. F. M., Wu, Z. S. and Wu, G. Seismic Performance Assessment of Damage-controlled FRP-retrofitted RC<br />

Bridge Columns Using Residual Deformations [J]. Journal of Composites for Construction, ASCE. 2009, 13(6):<br />

498-513.<br />

[37] Fahmy, M. F. M., Wu, Z. and Wu, G. Post-earthquake Recoverability of Existing RC Bridge Piers Retrofitted with FRP<br />

Composites [J]. Construction and Building Materials, 2010, 24(6): 980-998.<br />

[38] Fahmy, M. F. M. Enhancing Recoverability and Controllability of Reinforced Concrete Bridge Frame Columns Using<br />

FRP Composites [D]. Doctor of Philosophy, Ibaraki <strong>University</strong>, Hitachi, Japan, 2010.<br />

[39] 吴 智 深 , 吴 刚 , 吕 志 涛 . 钢 - 连 续 纤 维 复 合 筋 增 强 混 凝 土 抗 震 结 构 [P]. 中 国 : CN1936206A, 2006.<br />

[40] Wu, G., Wu, Z. S., Luo, Y. B., Sun, Z. Y. and Hu, X. Q. Mechanical Properties of Steel-FRP Composite Bar Under<br />

Uniaxial and Cyclic Tensile Loads [J]. Journal of Materials in Civil Engineering, ASCE, 2010, 22(10): 1056-1066.<br />

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[42] 孙 泽 阳 , 吴 刚 , 吴 智 深 , 张 敏 . 钢 - 连 续 纤 维 复 合 筋 增 强 混 凝 土 柱 抗 震 性 能 试 验 研 究 [J]. 土 木 工 程 学 报 . 正 式 录<br />

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[43] Wu, Z. S. and Wang, X. Investigation on a Thousand-meter Scale Cable-stayed Bridge with Fiber Composite Cables<br />

[C], the Fourth International Conference on FRP Composites in Civil Engineering (CICE2008), July, 22-24, 2008,<br />

Zurich, Switzerland. (CD-ROM)<br />

[44] Wang, X. and Wu, Z. S. Dynamic Behavior of Thousand-meter Scale Cable-Stayed Bridge with Hybrid FRP Cables [J],<br />

Journal of Applied Mechanics (JSCE), 2009, 12: 935-943.<br />

[45] Wang, X. and Wu, Z. S. Integrated High-Performance Thousand-meter Scale Cable-Stayed Bridge with Hybrid FRP<br />

Cables [J]. Composites Part B: Engineering, 2010, 41(2): 166-175.<br />

[46] Wang, X. and Wu, Z. S. Design Considerations of FRP Stay Cable for Extra Long Span Cable-stayed Bridge [J]. World<br />

Journal of Engineering, 2009, 6(suppl.): 1103-1104.<br />

[47] Wang, X. and Wu, Z. S. Evaluation of FRP and Hybrid FRP Cables for Super Long-span Cable-stayed Bridges [J].<br />

Composite Structures, 2010, 92(10): 2582-2590.<br />

[48] Wang, X. and Wu, Z. S. Effectiveness of Smart Dampers for Hybrid FRP Cable in Long-span Cable-stayed Bridge [C].<br />

Proceedings of the Fourth International Conference on FRP Composites in Civil Engineering (CICE2010), 2010, 1:<br />

243-247.<br />

[49] Wang, X. and Wu, Z. S. Modal Damping Evaluation of Hybrid FRP Cable with Smart Dampers for Long-span<br />

Cable-stayed Bridges. Composite Structures (Elsevier), 2011, 93(4): 1231-1238.<br />

[50] Wang, X. and Wu, Z. S. Vibration Behavior of Hybrid FRP Cable under Indirect Excitation [C]. <strong>The</strong> International<br />

Symposium on Innovation & Sustainability of Structures in Civil Engineering (ISISS2009), Guangzhou, China, Nov.<br />

28-30, 2009: 1669-1675.<br />

[51] Wang, X. and Wu, Z. S. Vibration Control of Different FRP Cables in Long-span Cable-stayed Bridge under Indirect<br />

Excitations [J]. Journal of Earthquake & Tsunami, 2011, 5(2): 167-188.<br />

[52] Wu, Z. S., Li, W. X. and Sakuma, N. Innovative Externally Bonded FRP/concrete Hybrid Flexural Members [J].<br />

Composite Structures, 72, 3, pp.289-300, 2006<br />

[53] Wu, Z. S., Iwashita, K. and Li, W. Development of Externally Bonded FRP/concrete Hybrid Members with Hybrid<br />

FRP Sheets [J]. Journal of Applied Mechanics, 2007, 10: 995-1002. (In Japanese)<br />

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