个人简介
| 孙宝印，工学博士，硕士生导师，2020年博士毕业于大连理工大学工程力学专业。加州大学伯克利分校访问学者，河海大学在职博士后。主要从事高层、桥梁结构抗震，多尺度分析。主持科研项目8项，参与重大研究计划、重点研发等课题，发表学术论文20余篇。 |
个人资料
- 出生年月： 1989-12-25 00:00:00.0
- 学历： 博士研究生
- 毕业院校： 大连理工大学
教育经历
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2008.09-2012.06,大连理工大学,工程力学,学士学位
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2012.09-2020.12,大连理工大学,工程力学,博士学位（导师：欧进萍院士）
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2016.12-2018.12,UC Berkeley,结构工程（合作导师：Shaofan Li教授）
工作经历
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2020.12-2023.5,河海大学，讲师
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2021.11-至今,河海大学，在职博士后,合作导师：高玉峰教授
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2023.06-至今,河海大学，副教授
研究领域
1、结构抗震分析 2、消能减振、振动控制 3、高性能数值计算 4、多尺度耦合
科研项目
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1、高层结构地震弹塑性分析的多级数值子结构方法研究,2021.07.01-2024.06.30,2021-07-01,孙宝印,江苏省自然科学基金青年项目,BK20210371,江苏省科技厅
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2、高层建筑结构强震弹塑性全过程的精细数值子结构并行模拟方法,2021.08.18-2024.12.30,2022-01-01,孙宝印,国家自然科学基金青年项目,52108133,国家基金委
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3、考虑局部场地效应的大跨度桥梁精细数值子结构并行模拟及地震损伤机理研究,2022-2024.12,2023-01,孙宝印,中国博士后科学基金会,2022M721001
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4、超高层结构地震弹塑性数值子结构并行计算方法及倒塌风险研究,2021.12-2023.12,2022-01,孙宝印,国家重点实验室开放基金,521047512
论文
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1、Sun B.*, Zeng Z., Sun T., Shen W., Ou J..An efficient reduced-order multi-scale simulation approach for nonlinear analysis of frame structures with nonlinear localization,Journal of Earthquake Engineering,SCI,2023,1-24
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2、Sun B., Zeng Z., Zhang Y., Shen W.*, and Ou, J.. An effective geometric nonlinear analysis approach of framed structures with local material nonlinearities based on the reduced-order Newton-Raphson method,Soil Dynamics and Earthquake Engineering,SCI,2023,172: 107991
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3、Zhang, X., Zhu, Z. Sun, B.*. A practical multiscale modeling strategy to model wet-type beam-column connections for seismic analysis of precast RC frame structures,Soil Dynamics and Earthquake Engineering,SCI,2023,168: 107824
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4、Sun, B.*, Zhang, Y., Dai, D., Wang, L. and Ou, J.. Seismic fragility analysis of a large-scale frame structure with local nonlinearities using an efficient reduced-order Newton-Raphson method,Soil Dynamics and Earthquake Engineering,SCI,2023,164: 107559
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5、孙宝印，孙天舒，申伟，古泉，欧进萍*. 高层建筑结构地震弹塑性全过程分析的数值子结构并行计算方法,建筑结构学报,EI,2023,44(2): 75-85
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6、Sun, B.*, Sun T., Shen, W., Wang, L., Zhang, F. and Ou, J.. An efficient coupling of peridynamics with the finite element method for simulating elastic cracking,Engineering Fracture Mechanics,SCI,2022,269:108538
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7、Sun, B.*, Wang, L, Lyu, K, Zhang, F, and Ou, J.. An improved efficient implicit solution strategy for elastic cracking simulation based on ordinary state-based peridynamics,Engineering Fracture Mechanics,SCI,2022,275: 108841
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8、孙宝印, 申伟, 孙天舒, 欧进萍*. 改进的降阶牛顿迭代数值子结构方法,工程力学,EI,2022,39: 1-9
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9、Sun B., Gu, Q.*, Zhang, P., Li, Y., Ou, J. Efficient Simulation of RC Shear Walls in High-Rise Buildings Using a Practical Multi-Cross-Line-Model,Journal of Earthquake Engineering,SCI,2021,25(9): 1732-1761
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10、Sun, B., Zhang, Y., Huang C.*. Machine learning-based seismic fragility analysis of large-scale steel buckling restrained brace frames,Computer Modeling in Engineering & Sciences,SCI,2020,125(2): 755-776
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11、Sun, B., Li, S., Gu, Q.*; Ou, J. Coupling of peridynamics and numerical substructure method for modeling structures with local discontinuities,Computer Modeling in Engineering & Sciences,SCI,2019,120(3): 739-757
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12、Sun B., Gu Q., Zhang P., Ou J.*. A practical numerical substructure method for seismic nonlinear analysis of tall building structures,Structural Design of Tall and Special Buildings,SCI,2017,26(16): e1377
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13、孙宝印, 古泉, 张沛洲, 欧进萍*. 考虑P-效应的框架结构弹塑性数值子结构分析,工程力学,EI,2018, 35(02): 153-159
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14、孙宝印, 古泉, 张沛洲, 欧进萍*. 钢筋混凝土框架结构弹塑性数值子结构分析方法,工程力学,EI,2016,33(05): 44-49
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15、孙宝印, 张沛洲, 古泉, 欧进萍*. 基于数值子结构方法的结构弹塑性分析,计算力学学报,核心,2015,32(4): 465-472.
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