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庄海洋

领域:高端装备制造产业 学校:南京工业大学职称:教授

轨道交通防震(振)减灾 岩土地震工程 土与隔震结构相互作用理论与数值分析 城市深开挖引起的环境岩土工程灾害...

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教育背景

1996.9-2000.7 南京工业大学(原建工学院),本科,学士; 2001.9-2006.7 南京工业大学土木学院,研究生(提前攻博),博士;

工作经历

2006.7-至今 南京工业大学,讲师,副教授,教授; 2007.1-2009.6 东南大学土木学院,博士后(出站); 2009.9-2010.10 南京市浦口区建设局,副局长(挂职); 2010.10-2011.10 浦口区“百名专家进百企”专家组成员;

项目课题经历

1. 国家自然科学基金面上项目(51978333),强震区地铁地下车站结构的减隔震控制理论与效能研究,2020/01-2023/12,主持 2. 国家自然科学基金面上项目(51778290),地铁地下车站结构抗震弹塑性工作性态与性能化实用分析方法研究,2018/01-2021/12,主持 3. 国家自然科学基金面上项目(51778282),柔性地基上隔震结构动力学特性及其基于能量的抗震分析方法研究,2018/01-2021/12,联合申报(与指导的博士后联合申报) 4. 国家自然科学基金面上项目(51278246),强震下液化场地流滑运动机理及其对地铁地下结构的影响研究,2013/01-2016/12,主持 5. 国家自然科学基金青年项目(50808100),液化侧向大变形条件下地铁车站结构抗震性能及其试验研究,2009/01-2011/12,主持 6. 国家重大研究计划培育项目(90715018),复杂地质环境下城市大型地下结构地震破坏机理研究,2008/01-2010/12,第二完成人(导师第一) 7. 国家自然科学基金面上项目(50578076),复杂场地地基-地铁地下结构的动力学行为和大型振动台试验研究,2006/01-2008/12,第二完成人(导师第一) 8. 江苏省自然科学基金面上项目(BK20141458),考虑多效应耦合时城市轨道交通高架结构抗震性能研究,2014/07-2017/06,主持 9. 江苏省高校自然科学基金重大项目(16KJA560001),基于性态的地铁地下结构抗震性能及其评价体系研究,2016/07-2019/07,主持 10. 中国博士后科学基金(2站,2014M551909),地铁深开挖引起的工程地质灾变机理及其连锁破坏效应,2014/07-2016/07,主持 11. 中国博士后科学基金(1站,20080431060),液化侧向大变形下地铁车站结构成灾机理研究,2008/01-2009/10,主持 12. 江苏省高校自然科学基金面上项目(07KJB560040),液化大变形条件下地铁结构成灾机理及其控制方法研究,2007/07-2009/07,主持 13. 企业委托项目(20131267),松散堆积体大型振动台模型试验研究,2013/6-2014/06,主持 14. 企业委托项目(2013879),城市地下空间工程深井挖施工引起的连锁破坏效应及其对策研究,2013/07-2015/07,主持 15. 企业委托项目(20154402/20154531/等),风电母线槽、电源柜、通讯设备等数十个电气通讯设备抗震性能振动台试验研究,2012/07-至今,主持 16. 企业委托项目(2013120),轨道交通荷载下新近沉积土动力学特性及其路基变形研究,2012/07-2015/07,主持

论文、成果、著作等

1. Zhuang Haiyang*, Fu Jisai, Yu Xu, Chen Su, Cai Xiaohui. Earthquake responses of a base-isolated structure on a multi-layered soft soil foundation by using shaking table tests. Engineering Structure,2019, 179: 79-91. SCI, IF=3.084 2. Jianning Wang, Guowei Ma, Haiyang Zhuang*, Yuanming Dou, Jisai Fu. Influence of diaphragm wall on seismic responses of large unequal-span subway station in liquefiable soils. Tunnelling and Underground Space Technology, 2019, 91: SCI, IF=3.942 3. Haiyang Zhuang, Rui Wang, Peixin Shi*, Guoxing Chen. Seismic response and damage analysis of underground structures considering the effect of concrete diaphragm wall. Soil Dynamics and Earthquake Engineering, 2019, 116: 278-288. SCI, IF=2.578 4. Zhuang Haiyang, Wang Xu, Miao Yu*, Yao Erlei, Chen Su, Ruan Bin, Chen Guoxing. Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test. Soil Dynamics and Earthquake Engineering, 2019, 116: 371-385. SCI, IF=2.578 5. Haiyang Zhuang, Jiawei Ren, Yu Miao, Liguo Jing, Erlei Yao, Changjie Xu. Seismic performance levels of a large underground subway station in different soil foundations. Journal of Earthquake Engineering,2019. (accepted) SCI, IF=2.05 6. Zhuang Haiyang, Yang Jing, Chen Su∗, Fu Jisaia, Chen Guoxing. Seismic performance of underground subway station structure considering connection modes and diaphragm wall. Soil Dynamics and Earthquake Engineering, 2019. (accepted) SCI, IF=2.578 7. Su Chen, Xu Wang, Haiyang Zhuang*, Changjie Xu, Kai Zhao. Seismic response and damage of underground subway station in a slightly sloping liquefiable site. Bulletin of Earthquake Engineering, Published online:13 Aug, 2019. SCI, IF=2.403 8. Chen su, Zhuang Haiyang, Qu Dengzhou, Yuan Jie, Zhao Kai, Ruan Bin. Shaking table test on the seismic response of large-scale subway station in a loess site: A case study. Soil Dynamics and Earthquake Engineering, 2019, 123: 173-184. SCI, IF=2.578 9. Y. Miao, Y. Shi, H. Y. Zhuang, S. Y. Wang, H. B. Liu1, X. B. Yu. Influence of Seasonal Frozen Soil on Near‐Surface Shear Wave Velocity in Eastern Hokkaido, Japan. Geophysical Research Letters, 2019. SCI, IF=4.89 10. Zhuang Haiyang*, Wang Rui, Chen Guoxing, Miao Yu, Kai Zhao. Shear modulus reduction of saturated sand under large liquefaction-induced deformation in cyclic torsional shear tests. Engineering Geology, 2018, 240, 110-122. SCI, IF=3.909 11. Yu Miao, Erlei Yao, Bin Ruana, Haiyang Zhuang. Seismic response of shield tunnel subjected to spatially varying earthquake ground motions. Tunnelling and Underground Space Technology, 2018, 77: 216-266. SCI, IF=3.942 12. Kai Zhao, Hao Xiong, Guoxing Chen, Haiyang Zhuang, Xiuli Du. Cyclic characterization of wave-induced oscillatory and residual response of liquefiable seabed. Engineering Geology, 2017, 227, 32-42. SCI, IF=3.909 13. Zhuang Haiyang*,Chen Guoxing,Hu Zhonghua,Qi Chengzhi. Influence of soil liquefaction on the Seismic response of a subway station by the model tests,Bulletin of Engineering Geology and the Environment, 2016, 75(4):1169~1182. SCI, IF=2.138 14. Zhuang Haiyang*,Hu Zhonghua,Wang Xuejian,Chen Guoxing,Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling,Bulletin of Earthquake Engineering,2015,13(12):3645-3668. SCI, IF=2.403 15. Zhuang Haiyang*,Yu Xu,Zhu Chao,Shaking table tests for the seismic response of a base-isolated structure with the SSI effect. Soil Dynamics and Earthquake Engineering,2014,67:208-218. SCI, IF=2.578 学术专著: 1. 庄海洋,陈国兴. 《地铁地下结构抗震》. 科学出版社, 2017. (入选“十三五”国家重点出版物规划项目:重大工程的动力灾变学术著作丛书) 2. 庄海洋, 于旭. 《土-桩-隔震结构动力相互作用》. 中国建筑工业出版社, 2016.

专利、著作版权等

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