标题：吴香国
目前主要研究方向
1. 高性能叠合墩柱结构性能与设计
2. 高性能预制节段箱梁结构性能与设计
3. 风电装备超大型预制节段装配式塔架结构性能与设计
4. 新型外挂节能墙体保温一体化技术
科学研究
先后主要承担和参与了国家自然科学基金、黑龙江省自然科学基金、国防科学技术基础研究基金、教育部留学归国人员科研启动基金、哈尔滨市科技创新人才专项资金项目、住房和城乡建设部科技计划项目等十余项科研项目。
主要获奖及专利
[1]实用新型专利：梁桥重力式桥墩用多功能永久模板（授权公告号：CN 201952733 U）
[2]实用新型专利：叠合板用超高强超薄底板（授权公告号：CN 201972287 U）
[3]国防科学技术进步二等奖：“大型××结构可靠性优化设计”
[4]黑龙江省自然科学技术学术成果三等奖：超高性能纤维改性混凝土材料变量及其养护工艺影响分析；[5] 黑龙江省自然科学技术学术成果三等奖：超高性能水泥基复合材料弯拉作用下虚拟应变硬化机制分析。
[5]发明专利：组合式夹芯保温无筋外墙板及其内外面层板的制造方法.公布号：CN 102505800 A
主要代表作：
核心期刊论文代表作：1 Wu Xiangguo, Zhao Xinyu, and Han Sangmook. Structural analysis of circular UHPCC form for hybrid pier under construction loads. Steel and Composite Structures. Vol.12(2), 2012.(SCI)
2 Wu Xiangguo, Han Sangmook. Interface Shear Connection Analysis of Ultra High Performance Fiber Reinforced Concrete Composite Girders. Journal of Bridge Engineering (ASCE), 2010, 15(5): 493-502（SCI、EI）
3 Han Sangmook, Guo Yihong, Wu Xiangguo, Guo Qingyong. Numerical Simulation of Quasi-brittle Fracture in UHPFRC I-beam as a Linear Complementarity Problem. Key Engineering Material, Vol.419-420, 2010: 297-300.（EI）
4 Wu Xiangguo, Han Sangmook. First diagonal cracking and ultimate shear of I-shaped reinforced girders of ultra high performance fiber reinforced concrete[J]. International Journal of Concrete Structures and Materials, 2009, 3(1): 47-56.
5 Wu Xiangguo, Han Sangmook. Multiple cracking model of ultra high performance cementitious composites under uniaxial tension[J]. International Journal of Concrete Structures and Materials, 2009, 3(1): 71-77.
6 吴香国, 徐世烺, 吴明喜. 超高性能纤维改性混凝土断裂参数研究与应用[J]. 工程力学, 2009, 26(3): 93-98. （EI）
7 Wu Xiangguo, Xu Shilang. Ultra high performance Cementitious hybrid and flexural analysis of the UHPCC-NC hybrid structure with full shear connection. Key Engineering Materials, 2009, 405: 69-74.（EI）
8 Wu Xiangguo. Direct tension and fracture resistance curve of ultra high performance marine composites material[J]. Journal of Marine Science and Application, 2008, 7(3): 218-225.
9 吴香国, 韩相默, 徐世烺. 超高性能水泥基复合材料弯拉作用下虚拟应变硬化机制分析[J]. 复合材料学报, 2008, 25(2): 129-134.（EI）
10 Wu Xiangguo, Han Sangmook. Ultimate shear capacity of prestressed girder of ultra high performance fiber reinforced concrete[J]. Journal of the Korea Society of Hazard Mitigation, 2008, 8(2): 51-58.（EI）
11 Han Sangmook, Wu Xiangguo. Properties of ultra high performance fiber reinforced cementitious composites mixed with limestone powder[J]. Journal of the Korea Society of Hazard Mitigation, 2008, 8(2): 23-30.（EI）
12 Han Sangmook, Wu Xiangguo. Direct tensile performance of UHPCC element based on damage mechanics[J]. Key Engineering Materials, 2007, 348: 829-832.（EI）
13 Han Sangmook, Wu Xiangguo. An R-curve approach for fracture of ultra high performance cementitious composites[J]. Key Engineering Materials, 2007, 349: 825-828.（EI）
14 Wu Xiangguo, Han Sangmook. Sungwook Kim & Sutae Kang. Shear failure load of SFR-UHPCC I-beam without stirrup based on limit analysis of concrete plasticity[J]. Key Engineering Materials, 2006, 324: 491-494.（EI）
15 赵维涛, 安伟光, 吴香国. 基于累积操作的结构系统时变刚度可靠性分析[J]. 哈尔滨工程大学学报, 2006, 27(6): 812-815.（EI）
16 吴香国, 安伟光, 李宏亮. 具有初弯曲的轴心受压构件弹塑性屈曲荷载求解[J].哈尔滨工程大学学报, 2006, 27(6): 821-824.（EI）
17 赵维涛, 安伟光, 吴香国. 综合考虑随机结构系统静强度和疲劳的失效机理与可靠性分析[J]. 航空学报. 2005,26(6): 710-714.（EI）
18 赵维涛, 安伟光, 吴香国. 杆系结构静强度和疲劳失效机理及可靠性分析[J]. 力学学报. 2005, 37(5): 662-666.（SCI）
19 吴香国,陈思远，赵新宇.高性能多功能桥墩永久模板节段节点性能分析[J].哈尔滨工程大学学报.2012，33(9):1104-1109.(EI)
重要学术会议论文代表作：1. 吴香国, 赵新宇. 超高性能水泥基复合材料管混凝土轴压构件分析方法研究. 第十三届纤维混凝土学术会议暨第二届海峡两岸三地混凝土技术研讨会, 2010年10月, 南京；
2. 吴香国, 纤维改性超高性能混凝土新型结构应有研究进展.同济大学第十五届全国混凝土及预应力混凝土结构学术交流会, 2010年12月, 上海。
3. Wu Xiangguo, Zhao Xinyu, Han Sangmook. Ultrasonic Testing Equivalent Transformation Technique of Fiber Reinforced High Strength Concrete. NDE/NDT for Highways and Bridges: Structural Materials Technology(SMT) Aug. 2010, New York, USA: 383-387.(ISTP)
4. Wu Xiangguo. Flexure of UHPCC-NC Hybrid Structure with Full Shear Connection[C]. 1 Collaborative and Cooperative Symposium between Harbin Engineering University and Hokkaido University, Aug.2009, Harbin, China.
5. 吴香国. 超高性能纤维改性混凝土材料变量及其养护工艺影响分析[C]. 第十二届全国纤维混凝土学术会议论文集. 北京, 2008, 12: 166-170.
6. Han Sangmook, Wu Xiangguo, Kim Sungwook, and Kang Sutae. A modified shooting method technique for the analysis of the limited slip capacity of UHPFRC-NC composite structure[C]. Proceedings of The Korea Concrete Institute, 2008, 20(1): 1061-1064.
7. Wu Xiangguo, Han Sangmook, Choi Insik, Kim Sungwook. Ultimate flexural strength of UHPFRC composite structure in sagging region with full shear connection[C]. Proceedings of The Korea Soecity of Civil Engineering, 2007, 33: 3912-3915.
8. Wu Xiangguo, Han Sangmook, Choi Insik, Kim Sungwook, and Kang Sutae. Ultimate flexural strength of UHPFRC composite structure in sagging region with partial shear connection[C]. Proceedings of The Korea Concrete Institute, 2007, 19(2): 253-256.
9. Han Sangmook, Wu Xiangguo, Choi Insik, Kang Sutae. Pseudo strain hardening model of ultra high strength concrete under Axial tensile loading[C]. Proceedings of The Korea Concrete Institute, 2006, 18(2): 937-940.
10. Han Sangmook, Wu Xiangguo, Kim Sungwook, and Kang Sutae. Simplification of the flexural capacity of SFR-UHPCC rectangular beam[C]. Proceedings of The Korea Concrete Institute 2006, 18(1): 526-529.
11. 吴香国, 韩相默. UHPCC工字型预应力无腹筋工字型梁斜裂载荷分析[C]. 第十一届全国纤维混凝土学术会议,大连, 2006, 11: 260-266.
12. Han Sangmook, Wu Xiangguo, Choi Insik. Pseudo strain hardening and multiple cracking condition for ultra high performance fiber reinforced cementitious composites[C]. Proceedings of The Korea Soecity of Civil Engineering, 2006, 32: 1220-1223.
13. Wu Xiangguo, An Weiguang, and Li Zhengju. Reliability analysis of central compression of an imperfect strut[C]. Proceedings of The Seventh International Conference on Marine Engineering,Tokyo, Japan, 2005: 401-405.
14. Wu Xiangguo, An Weiguang, and Li Hongliang. The solution to dangerous point of arbitrary curved beam element under pure flexure based on minimum reliability index[C]. Proceedings of The Seventh International Conference on Marine Engineering,Tokyo, Japan, 2005: 406-411. Journal of Marine Science and Application, 2005, 4(4): 29-33. (ISTP)
15. Wu Xiangguo, An Weiguang, and Zhao Weitao. Analysis of structural system reliability based on multi-failure modes of fatigue & strength[C]. Progress in Safety Science and Technology, Asia Pacific Symposium on Safety, 2005: 482-487.（ISTP收录）
人才培养
目前，承担工程结构、混凝土非线性力学等本科和研究生课程教学工作，指导结构工程在读硕士研究生5名，指导土木工程专业大学生科技创新团队（透水混凝土及其工程应用技术、屋檐防冰灾技术）3个，8人。