职称:副教授
学位:工学博士
研究领域:结构抗振(震),防灾减灾,振动控制
办公地点:广州大学行政东楼
人才称号:广州市高层次人才
电子邮箱:wadaya2015@gzhu.edu.cn
个人简介
汪大洋,男,特聘教授,博士(博士后),博士生导师。现为广州大学结构力学分析与测试研究中心副主任、广东省建筑金属围护系统工程技术研究中心副主任。主持/参与国家自然科学基金项目、广东省自然科学基金项目、教育部博士点新教师基金项目、教育部博士后特别资助项目等近20项科研项目。在《Thin-Walled Structures》、《Engineering Structures》、《Journal of Constructional steel research》发表论文73篇,其中SCI收录31篇、EI收录22篇,授权发明专利5项、实用新型专利11项,出版专著1部、教材1部、教辅2部,参编国家CECS规程3部、省级规程2部,获广东省优秀工程勘察设计奖二等奖1项、广东省土木建筑学会二等奖2项,被全球工程领域著名机构AIE遴选为关键科学文章1篇。兼任中国结构抗振控制与健康监测青年委员会委员、广东省力学学会常务理事、广东省振动工程学会理事、广东省力学学会教育与科普委员会副主任,为《建筑结构学报》、《振动与冲击》、《同济大学学报》、《Journal of Constructional steel research》、《Thin-Walled Structures》等10余个知名期刊匿名审稿人。积极与中国广核集团有限公司、广东省建筑设计研究院、广东省建筑科学研究院集团股份有限公司等大型企事业单位开展合作,产学研成果被鉴定为国际先进水平2项、国家领先水平1项。
教育背景
2001.09-2005.07:东北石油大学,土木工程专业,工学学士学位
2005.09-2008.07:广州大学,防灾减灾工程及防护工程专业,工学硕士学位
2008.09-2011.07:广州大学,防灾减灾工程及防护工程专业,工学博士学位
2012.05-2015.05:华南理工大学、广州市建筑集团股份有限公司,博士后
职业经历
1、国内工作经历
2011.07-2013.11:广州大学,澳门新葡萄新京8883工程力学系,讲师,硕导
2013.12-2019.12:广州大学,澳门新葡萄新京8883,副教授,硕导
2020.01至今: 广州大学,澳门新葡萄新京8883,副教授,博导
2、海外工作经历
2018.01-2018.12:悉尼科技大学,土木与环境工程系,访问学者
教授课程
本科生课程:《结构力学》、《理论力学》、《建筑力学》、《结构分析与工程应用》、《工程仿真CAE》。
研究生课程:《结构动力学》。
科研服务
[1]国家自然科学基金委面上项目,新型装配式组合(耗能)剪力墙结构抗震性能与设计理论,51878191,201901-202212,主持
[2]国家自然科学基金委面上项目,序列型强主余震作用下核岛结构灾变机理与三维隔震控制,51778162,201801-202112,参与
[3]国家自然科学基金委面上项目,核岛厂房三维隔震动力模型与响应控制,51378135,201401-201712,参与
[4]国家自然科学基金委青年项目,模块装配式内藏钢板-混凝土剪力墙尺寸效应与抗震机理研究,51408140,201501-201712,主持
[5]国家自然科学基金委青年项目,结构可靠性分析无偏代理模型方法研究,51808146,201901-202112,参与
[6]广东省自然科学基金委面上项目,新型装配式组合剪力墙抗震机理与设计方法研究,2020A1515010994,202010-202309,主持
[7]广东省自然科学基金委青年项目,沿海地区强台风下高层建筑横风向涡激气动耦合振动控制与优化方法研究,S2012040007215,201210-201410,主持
[8]教育部博士点新教师基金,超高层建筑结构横风向涡激气动耦合振动控制与优化方法研究,20134410120003,201401-201612,主持
[9]中国博士后基金委特别资助项目,超高层建筑结构横风向风致振动控制与优化关键技术研究,第七批,2014-2015,主持
[10]中国博士后基金委一般资助项目,新型黏滞阻尼器对超高层结构风振控制关键技术研究与应用,第七批,2014-2015,主持
[11]广东省科技厅,广东省建筑金属围护系统工程技术研究中心,2017,参与
[12]广东省教育厅优秀青年教师培养计划项目,新型装配式组合耗能剪力墙结构强震动力灾变与控制,Yq201402,201501-201712,主持
[13]广东省教育厅特色创新项目,序列型地震作用下核岛结构灾变机理与控制,2015KTSCX108,201505-201805,参与
[14]广州市科技计划项目科学研究专项,近断层主/余震下古文物建筑三维隔震机理与灾变控制,201607010151,201604-201903,主持
[15]广州市科技计划项目科学研究专项,强主/余震下三维隔震核岛结构的致灾机理与控制关键技术,201510010291,201501-201712,参与
[16]广州市教育局“羊城学者”青年骨干项目,新型装配式内藏钢板-纤维混凝土组合耗能剪力墙研发与减震机理分析,1201581632,201601-201812,主持
研究成果
1、获奖及荣誉
[1]广东省土木建筑学会科学技术奖二等奖,肇庆新区体育中心关键技术创新与应用, 2020.
[2]广东省土木建筑学会科学技术奖二等奖,消能减震结构的附加有效阻尼比计算方法研究及应用, 2020.
[3]被全球工程领域著名机构AIE遴选为关键科学文章, 2019.
[4]广东省优秀工程勘察设计奖二等奖,消能减震结构的附加有效阻尼比计算方法研究及应用, 2019.
[5]广州大学第十一届“最受学生欢迎的老师”称号, 2019.
[6]广州大学优秀党务工作者, 2019.
[7]学术期刊《振动与冲击》优秀审稿专家, 2018.
[8]广州大学优秀教师, 2017.
[9]广州大学第九届“最受学生欢迎的老师”称号, 2017.
[10]广州大学优秀博士毕业生, 2011.
[11]广州大学优秀共产党员, 2011.
2、近5年论著目录
[1]汪大洋.调频阻尼减振结构理论与设计.科学出版社, 2019.
[2]汪大洋,梁颖晶.结构动力学基础,科学出版社, 2017.
[3]张永山,汪大洋.结构力学习题集,科学出版社, 2018.
[4]张永山,赵桂峰,吴庆华,李锦林,渠建新,汪大洋.结构力学典型例题分析.中国建筑工业出版, 2015.
3、近期发表的期刊文章
[1] Dayang Wang, Yongshan Zhang, Yong Zhu, Chengqing Wu, Yun Zhou*, Qihao Han. Mechanical performance of sustainable modular prefabricated composite shear panels under cyclic loading [J]. Journal of Constructional Steel Research, 2021, 179: 106423.
[2] Qihao Han, Dayang Wang*, Yongshan Zhang, Weijun Tao. Experimental investigation and simplified stiffness degradation model of precast concrete shear wall with steel connectors [J]. Engineering Structures, 2020, 220: 110943.
[3] Dayang Wang, Chengqing Wu, Yongshan Zhang*, Guofeng Xue, Yizhe Xu. Study on Seismic Performance of a Precast Buckling-Restrained Composite Shear Wall System with Three Assembly Arrangements [J]. Bulletin of Earthquake Engineering, 2020, 18: 4839-4872.
[4] Tong Ou, Dayang Wang*, Zhiyong Xin, Jian Tan, Chengqing Wu, Qiangwen Guo, Yongshan Zhang. Full-scale tests on the mechanical behaviour of a continuously welded stainless steel roof under wind excitation [J]. Thin-Walled Structures, 2020, 150: 106680.
[5] Qihao Han, Yongshan Zhang, Dayang Wang*, Hiroyasu Sakata. Seismic behavior of buckling-restrained steel plate shear wall with assembled multi-RC panels [J]. Journal of Constructional steel research, 2019, 157, 397-413.
[6] Dayang Wang, Chengqing Wu, Yongshan Zhang*, Shangwei Li. Study on vertical vibration control of long-span steel footbridge with tuned mass dampers under pedestrian excitation [J]. Journal of Constructional Steel Research, 2019, 154, 84-98.
[7] Maijia Su, Guofeng Xue, Dayang Wang, Yongshan Zhang. A novel active learning reliability method combining adaptive Kriging and spherical decomposition-MCS (AK-SDMCS) for small failure probabilities [J]. Structural and Multidisciplinary Optimization, 2020, s00158-020-02661-w.
[8] Linhua Lan, Jing Sun, Fulin Hong, Dayang Wang, Yongshan Zhang, Minghui Fu. Nonlinear constitutive relations of thin-walled honeycomb structure[J]. Mechanics of Materials, 2020, 149: 103556.
[9] Xiuqing Wang, Dayang Wang*, Yongshan Zhang, Chenqing. Research on the Impact Effect of AP1000 Shield Building Subjected to Large Commercial Aircraft[J]. Nuclear Engineering and Technology, 2021,
[10] WanruoChen, YongshanZhang, DayangWang*. Damage development analysis of the whole nuclear power plant of AP1000 type under strong Main-aftershock sequences [J]. Nuclear Engineering and Design, 2021, 371: 110975.
[11] Dayang Wang, Yongshan Zhang, Chengqing Wu, Guofeng Xue*, Wencheng Huang. Seismic performance of base-isolated AP1000 shield building with consideration of fluid-structure interaction [J]. Nuclear Engineering and Design, 2019, 353, 110241.
[12] WanruoChen, YongshanZhang, DayangWang*, Chengqing Wu. Investigation on damage development of AP1000 nuclear power plant in strong ground motions with numerical simulation [J]. Nuclear Engineering and Technology, 2019, 51, 1669-1680.
[13] Dayang Wang, Chengqing Wu, Wencheng Huang, Yongshan Zhang*. Vibration investigation on fluid-structure interaction of AP1000 shield building subjected to multi earthquake excitations [J]. Annals of Nuclear Energy, 2019, 126, 312-329.
[14] Dayang Wang, Chengqing Wu, Yongshan Zhang*, Zixiang Ding, Wanruo Chen. Elastic-plastic behavior of AP1000 nuclear island structure under mainshock-aftershock sequences [J]. Annals of Nuclear Energy, 2019, 123, 1-17.
[15] Wang Dayang, Zhuang Chuli, Zhang Yongshan*. Seismic Responses Characteristics of Base-isolated AP1000 Nuclear Shield Building Subjected to Beyond-design Basis Earthquake Shaking [J]. Nuclear Engineering and Technology, 2018, 50(1): 170-181.
[16] Chuli ZHUANG, Yongshan ZHANG*, Dayang WANG. Effects of Seismic Action and Material Properties Variations on Seismic Responses of Base-isolated Nuclear Containment Structure [J]. Annals of Nuclear Energy, 2017, 110: 909-919.
[17] Dayang WANG, K.T. TSE, Yun ZHOU and Qingxiang LI. Structural performance and cost analysis of wind-induced vibration control schemes for a real super-tall building [J]. Structure and Infrastructure Engineering, 2015, 11(8): 990-1011.
[18] Dayang Wang, Zhendong Zhao, Tong Ou, Zhiyong Xin, Mingming Wang, Yongshan Zhang*. Wind resistance performance of a continuous welding stainless steel roof under static ultimate wind loading with testing and simulation methods[J]. Wind and Structures, 2021, 32(1): 55-69
[19] Can Mei, Yongshan Zhang, Dayang Wang*, Chengqing Wu, Yizhe Xu. Parameter Optimal Investigation of Modular Prefabricated Two-side Connected Buckling-Restrained Steel Plate Shear Wall[J]. Structures, 2021, 29: 2028-2043.
[20] Mingming Wang, Tong Ou, Zhiyong Xin, Dayang Wang*, Yongshan Zhang, Liang Cui. Experimental study on static temperature field effect on standing seam metal roof system [J]. Structures, 2021, 31: 1-13
[21] Dayang Wang, Yongshan Zhang*, Haishen Chen. Seismic performance assessment of new dry-assembled prefabricated composite shear wall system with beam-only connection [J]. The Structural Design of Tall and Special Buildings, 2020, e1729.
[22] Dayang Wang, Chaobo He, Chengqing Wu, Yongshan Zhang*. Mechanical behaviors of tension and relaxation of tongue and soft palate: Experimental and analytical modeling [J]. Journal of Theoretical Biology, 2018, 459, 142-153.
[23] D.Y. Wang, Y.S. Zhang, Y. Zhou. Study on occupant comfort evaluation mode of tall buildings in wind excitation based on fuzzy probability method [J]. The Structural Design of Tall and Special Buildings, 2017, 26(9): e1365:1-12.
[24] Dayang Wang, X.J. Yu, Y. Zhou, K. T. Tse. A Combination Method to Generate Fluctuating Inflow Boundary Conditions for Large Eddy Simulation [J]. WIND AND STRUCTURES, An International Journal, 2015, 20(4): 579-607.
[25] Tim K.T. Tse, D.Y. Wang, Y. Zhou. Wind pressure characteristics for a double tower high-rise structure in a group of buildings [J]. WIND AND STRUCTURES, An International Journal, 2013, 16(5): 491-515.
[26] Dayang Wang, Yun Zhou. Numerical prediction of wind flow around irregular models[J]. Journal of Fluids Engineering, 2012, 134(7): 1-11.
[27] Wang DY, Zhou Y, Zhu Y. Vibration control study on a supertall building[J]. The Structural Design of Tall and Special Buildings, 2012, 2111(1): 28-45.
[28] Zhou Yun, Wang Da-yang, Wu Yi, Deng Xue-song. Optimum study on wind-induced vibration control of high-rise buildings with viscous dampers[J]. WIND AND STRUCTURES, An International Journal, 2008, 11(6): 497-512.
[29]汪大洋,韩启浩,张永山.多块混凝土板拼装组合钢板剪力墙试验与有限元参数影响研究[J].工程力学, 2018, 35(7): 83-93.
[30]韩启浩,汪大洋*,张永山.考虑多块混凝土板拼装的组合钢板剪力墙抗震性能试验研究[J].振动与冲击, 2018, 37(18): 193-200.
[31]汪大洋,张永山,唐承志,韩启浩.上下盘断层参数对RC框架结构地震响应研究(II:隔震)[J].振动与冲击, 2018, 37(5): 20-27.
[32]汪大洋,张永山,唐承志,韩启浩.上下盘断层参数对RC框架结构地震响应研究(I:非隔震)[J].振动与冲击, 2018, 37(5): 13-19.
[33]莊初立,张永山*,汪大洋.超设计地震作用下核岛结构三维震动响应与控制研究[J].振动与冲击, 2017, 36(16): 234-240.
[34]莊初立,张永山*,汪大洋. AP1000核岛结构基础隔震设计与参数影响分析[J].核动力工程, 2016, 37(6): 45-49.
[35]汪大洋,魏德敏.某超高层建筑结构风致混合减振控制研究[J].建筑结构学报, 2014, 35(S1): 33-38.
[36]汪大洋,魏德敏.风振作用下高层建筑结构全寿命总费用的模糊综合评估研究[J].土木工程学报, 2014, 47(12): 98-106.
[37]周云,张敏,吕继楠,汪大洋,吴从晓.新型黏滞阻尼器的力学性能试验研究[J].土木工程学报, 2013, 46(1): 8-15.
[38]周云,汪大洋,张敏,吕继楠.新型粘滞-弹性阻尼器的力学性能试验与理论研究[J].工程力学, 2013, 30(1): 331-338.
[39]汪大洋,周云,邓雪松,朱勇.四种典型钝体结构绕流风场的三维大涡模拟研究[J].土木工程学报, 2013, 46(3): 1-9.
[40]汪大洋,周云,邓雪松,朱勇,燕乐纬.高层结构风振性能水准的二级模糊综合评价研究[J].振动与冲击, 2013, 32(8): 5-12.
[41]周云,汪大洋,李庆祥.基于性能的某高层结构风振控制研究[J].振动与冲击, 2011, 30(11): 214-219.
[42]周云,陈小兵,汪大洋.基于能量的结构风振控制方法研究[J].振动与冲击, 2012, 31(8): 24-28.
[43]汪大洋,周云,谭平.三维钝体结构风压分布与绕流特性的大涡模拟研究[J].空气动力学学报, 2011, 29(3): 142-151.
[44]汪大洋,周云,王绍合.耗能减振层对某超高层结构的减振控制研究[J].振动与冲击, 2011, 30(2): 85-92.
[45]周云,汪大洋,邓雪松,陈麟.某超高层结构三种风振控制方法的对比研究[J].振动与冲击, 2009, 28(2): 16-21.
[46]汪大洋,周云.基于GA优化理论的高层结构风振控制研究[J].土木工程学报, 2008, 41(1): 42-47.