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潘海洋 讲师 硕导

电 话:18941178500
E-mail:haiyangpan@stdu.edu.cn
办公室:土木楼504A

教育背景与工作经历
2012.09~2016.06,山东大学,土木工程,学士;
2016.09~2019.06,山东大学,结构工程,硕士,导师 田利教授;
2019.09~2023.09,大连理工大学,结构工程,博士,导师 李宏男教授;
2023.10~至今,beat365中国在线体育,讲师。
研究领域
桥梁抗震韧性与减隔震研究; 近海工程结构防灾减灾研究; 高耸结构抗震与减振控制研究。
学术成果
[1] Pan haiyang, Li Hongnan, Li Chao. Seismic fragility analysis of free-spanning submarine pipelines incorporating soil spatial variability in soil-pipe interaction and offshore motion propagation. Engineering Structures, 2023, 280: 115639.
[2] Pan haiyang, Li Hongnan, Li Chao, Tian Li. Probabilistic seismic responses and failure analyses of free-spanning subsea pipelines under offshore spatial earthquake motions. Thin-walled Structures, 2022, 179: 109566.
[3] Pan haiyang, Li Hongnan, Li Chao. Seismic behaviors of free-spanning submarine pipelines subjected to multi-support earthquake motions within offshore sites. Ocean Engineering, 2022, 237, 109606.
[4] Pan haiyang, Li Chao, Tian Li. Seismic fragility analysis of transmission tower sconsidering effects of soil-structure interaction and depth-varying ground motion inputs. Bulletin ofEarthquake Engineering, 2021,19(11): 4311-4337.
[5] Pan haiyang, Tian Li, Fu Xing, Li Hongnan. Sensitivities of the seismic response and fragility estimate of a transmission tower to structural and ground motion uncertainties. Journal of Constructional Steel Research, 2020, 167, 105941.
[6] Pan haiyang, Li Chao, Tian Li. Seismic response and failure analyses of pile-supported transmission towers on layered ground. Structural Engineering and Mechanics, 2020, 76(2), 223-237.
[7] Pan haiyang, Li Hongnan, Li Chao, Tian Li. Parametric study on seismic behaviors of a buried pipeline subjected to underground spatially correlated earthquake motions. Journal of Earthquake Engineering, 2022, 26 (12), 6329-6351.
[8] Li Chao, Pan haiyang(通讯作者), Tian Li, Bi Wenzhe. Lifetime multi-hazard fragility analysis of transmission towers under earthquake and wind considering wind-induced fatigue effect. Structural Safety, 2022, 99, 102266.
[9] Li Chao, Diao Yucheng Li Hongnan, Pan haiyang(通讯作者) et al. Seismic performance assessment of a sea-crossing cable-stayed bridge system considering soil spatial variability. Reliability Engineering &System Safety, 2023, 235: 109210.
[10] Li C, Pan haiyang(通讯作者), Tian Li. Seismic performance analyses of pile-supported transmission tower-line systems subjected to depth-varying spatial ground motions. Journal of Earthquake Engineering, 2022, DOI: 10.1080/13632469.2022.2113000.
[11] Tian Li, Dong Xu, Pan haiyang(通讯作者) et al. Critical seismic incidence angle of transmission tower based on shaking table tests. Structural Engineering and Mechanics, 2020, 76 (2), 251-267.
[12] Tian Li, Dong Xu, Pan haiyang(通讯作者) et al. The critical angle of seismic incidence of transmission tower -line system based on wavelet energy method. Earthquakes and Structures, 2019, 17 (4), 387-398.
[13] Li Chao, Diao Yucheng, Li, Rouhan; Pan haiyang(通讯作者) et al. Effect of soil spatial variability on characteristics of depth-varying multi-support seismic motions at offshore sites. Soil dynamic and Earthquake Engineering, 2023, 174:108195.
[14] Tian Li, Pan haiyang, Ma Ruisheng. Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions. Journal of Constructional Steel Research, 2019, 156: 266-275.
[15] Tian Li, Pan haiyang, Ma Ruisheng et al. Full-scale test and numerical failure analysis of a latticed steel tubular transmission tower. Engineering Structures, 2020, 208:109919.
[16] Tian Li, Pan haiyang, Ma Ruisheng et al. Seismic failure analysis and safety assessment of an extremely long-span transmission tower-line system. Structural Engineering and Mechanics, 2019, 71 (3): 305-315.
[17] Tian Li, Pan haiyang, Ma Ruisheng et al. Collapse simulations of a long span transmission tower-line system subjected to near-fault ground motions. Earthquakes and Structures, 2017, 13 (2): 211-220.
[18] Tian Li, Pan haiyang, Ma Ruisheng et al. Wind-induced collapse analysis of long-span transmission tower–line system considering the member buckling effect. Advances in Structural Engineering, 2018, 22 (1): 30-41.
[19] Bi Wenzhe, Tian Li, Li Chao, Ma Zhen, Pan haiyang.Wind-induced failure analysis of a transmission tower-line system with long-term measured data and orientation effect. Reliability Engineering & System Safety,2023, 229:108875.
[20] Tian Li, Zhou Mengyao, Pan Haiyang, Xin Aiqiang, Liu Yuping. Shaking Table Tests of a Reduced-Scale UHV Transmission Tower-Line System Subjected to Near-Fault Ground Motions. International Journal of Structural Stability and Dynamics, 2020, 20(6):2040015.
[21] Tian Li, Fu Zhaoyang, Pan Haiyang, Ma Ruisheng, Liu Yuping. Experimental and numerical study on the collapse failure of long-span transmission tower-line systems subjected to extremely severe earthquakes. Earthquake and Structures, 2019, 16(5):513-522.
[22] Tian Li, Ma Ruisheng, Pan Haiyang, Qiu Canxing, Li Weifeng. Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations. 2017, 20(12):1920-1932.
[23] Tian Li, Ma Ruisheng, Qiu Canxing, Xin Aiqing, Pan Haiyang, Guo Wei. Influence of multi-component ground motions on seismic responses
of long-span transmission tower-line system: An experimental study. Earthquakes and Structures, 2018, 15(6):583-593.
[24] 袁光英, 潘海洋,马瑞升,田利.考虑不同地震输入方向的输电塔-线体系连续性倒塌研究.地震工程学报, 2020, 42(4):840-846.
[25] 袁光英, 潘海洋,马瑞升,田利. 多维地震下考虑不同破坏准则的输电塔-线体系倒塌分析. 世界地震工程, 2019, 35(1):184-192.
[26] 盖霞, 田利, 马瑞升, 潘海洋. 考虑地震动持时效应的输电塔-线体系响应研究. 世界地震工程, 2019, 35(4):229-237.
[27] 孟令星, 郎需军, 刘凯, 潘海洋, 田利. 跨越高速铁路输电杆塔可靠度分析. 2019, 工业建筑, 49(8):121-128.
[28] 田利, 李兴建, 易思银, 潘海洋. 地震下考虑桩- 土- 结构相互作用的输电塔- 线体系响应分析. 世界地震工程, 2018, 34(3):1-11.
[29] 田利;潘海洋等,控制水平和扭转方向的电涡流耗能减振装置,2017年,中国发明专利,201711166846.2.
[30] 田利;潘海洋等,电涡流阻尼器减振控制装置,2016年,中国实用新型专利,2016213326070.
[31] 田利;潘海洋等,多级混合型耗能减振控制装置,2016年,中国实用新型专利,201621383228.4.
[32] 田利,潘海洋,马瑞升,杆塔结构倒塌破坏分析程序V1.0,2018年,中国软件著作权,2018SR813069.
[33] 田利,马瑞升,潘海洋,塔桅结构连续性倒塌模拟程序V1.0,2018年,中国软件著作权,2018SR807942.
科研项目
2024.01-2025.12 beat365中国在线体育自主科研课题《环境腐蚀下近海斜拉桥全寿命期抗震性能演化规律及韧性评估方法研究》,主研。
获奖荣誉
[1] 2023年度“刘恢先地震工程奖学金”(Liu Huixian Earthquake Engineering Scholarship Award);
[2] 大连理工大学2021-2022学年林皋单项奖学金;
[3] 大连理工大学 2019-2020 学年优秀研究生;
[4] 大连理工大学 2020-2021 学年优秀研究生;
[5] 山东大学2017年优秀研究生;
[6] 山东大学2017年一等硕士生学业奖学金;
[7] 山东大学2018年优秀研究生;
[8] 山东大学2018年一等硕士生学业奖学金;
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