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人才培養
柏文

柏文,副研究員,碩士生導師,九三學社社員。主要從事工程振動智能控制等技術研究。主持國家自然科學基金、省部級重點研發課題等各類科研項目10余項,參與40余項,發表學術論文100余篇,獲授權發明專利20余項,參與編寫規范2項,擔任《Earthquake Spectra》、《Engineering Structures》、《Journal of Building Engineering》、《Journal of Earthquake Engineering》、《Earthquake Engineering and Engineering Vibration》、《Structures》、《中國電機工程學報》、《振動與沖擊》、《工程力學》等數十本期刊審稿人,榮獲中國地震局嘉獎和防震減災科學成果獎等。


聯系方式

電話:18646238361

郵箱:baiwen@iem.ac.cn

地址:黑龍江省哈爾濱市南崗區學府路29號


教育經歷

[1] 2007.09-2011.07

中南大學,學士學位

[2] 2012.09-2014.07

中國地震局工程力學研究所,碩士學位(導師:戴君武研究員)

[3] 2014.09-2018.07

中國地震局工程力學研究所,博士學位(導師:戴君武研究員)

[4] 2016.10-2017.10

University of Nevada, Reno,國家公派聯合培養博士生(導師:Ian G. Buckle教授)


工作經歷

[1] 2018.07-2018.12

中國地震局工程力學研究所,研究實習員

[2] 2018.12-2021.04

中國地震局工程力學研究所,助理研究員

[3] 2021.04-2021.09

中國地震局工程力學研究所,副研究員

[4] 2021.09至今

中國地震局工程力學研究所,副研究員、碩士生導師


主要研究方向

[1] 工程振動智能控制

[2] 結構隔震技術研究

[3] 電力設施及系統抗震韌性研究

[4] 古建及文物地震保護研究

[5] 非結構構件抗震性能及設計譜研究

[6] 冰雪結構安全保障


代表性科研項目

[1] 國家自然科學基金面上基金:基于環形疊層橡膠的壓剪型裝置震振雙控機理及設計方法研究,2024.01-2027.12,主持

[2] 應急管理部重點研發課題:城市建筑震振雙控關鍵裝置及其安全監測評估關鍵技術研究,2024.10-2026.9,主持

[3] 中央級公益性科研院所基本科研業務費:兼顧地震與軌交振動控制需求的建筑震振雙控裝置研發,2024.09-2026.12,主持

[4] 省級重點研發專題:考慮近場大脈沖及上下盤效應、遠場長周期長持時地震作用的大跨度橋梁動力災變損傷機理研究,2024.01-2026.12,主持

[5] 中央級公益性科研院所基本科研業務費人才專項:建筑結構震振復合控制關鍵技術研究,2023.12-2026.12,主持

[6] 省級重點研發專題:建筑震振雙控實用裝置及設計方法研究,2022.12-2025.11,主持

[7] 國家自然科學基金青年基金:合建式變電站設備隔震與隔振一體化控制關鍵技術研究,2021.01-2023.12,主持

[8] 中央級公益性科研院所基本科研業務費專題項目:隔震結構抗震韌性評價研究及其標準化,2021.01-2023.01,主持

[9] 國家重點研發國際合作項目課題:非結構構件抗震性能評估三維樓面反應譜研究,2020.12-2023.11,主持

[10] 中央級公益性科研院所基本科研業務費面上項目:母線互連瓷柱型電氣設備系統地震易損性研究,2019.09-2022.08,主持

[11] 黑龍江省自然科學基金聯合引導項目:瓷柱型電氣設備多條件耦合地震易損性及減震研究,2019.07-2022.07,主持

[12] 國家重點研發項目專題:倒塌建筑物生命通道優選標準化,2018.12-2021.12,主持

[13] 國家自然科學基金面上基金:基于抗震韌性的建筑非結構部件樓層設計反應譜研究,2021.01-2024.12,參與

[14] 國家自然科學基金面上基金:近斷層區域內相鄰框架結構抗震韌性提升技術研究,2021.01-2024.12,參與

[15] 國家自然科學基金面上基金:大跨空間結構吊頂非結構系統地震失效機理及抗震風險評估研究,2016.01-2019.12,參與

[16] 國家自然科學基金面上基金:瓷柱型高聳電氣設備多重環式調諧質量阻尼減震技術研究,2015.01-2018.12,參與

[17] 國家自然科學基金青年基金:空間網格結構強震損傷演化機理和抗震性能評估關鍵問題研究,2014.01-2016.12,參與


代表性論著

[1] Bai W, Shao Z, Dai J, et al. Earthquake damage reconnaissance and numerical analysis of a middle school teaching building after the Ms 6.0 Changning earthquake[J]. Engineering Failure Analysis, 2025, 169: 109201.

[2] Bai W, Zhu W, Moustafa M A, et al. Seismic mitigation of porcelain cylindrical electrical equipment using synergistic concept with base isolation and tuned mass damper[J]. Earthquake Spectra, 2025, 41(1): 654-681.

[3] Shao Z, Bai W*, Dai J, et al. Measurement and analysis of vibration responses due to subway transit in residential areas[J]. Structures. 2024, 69: 107305.

[4] Shao Z, Bai W*, Dai J, et al. Research on compressive behavior of thick rubber bearings for mitigating train-induced structural vibration[J]. Engineering Structures, 2024, 315: 118444.

[5] Huang S, Yu D, Bai W, et al. Experimental and numerical analysis of seismic performance of jacket platforms subjected to onshore and offshore earthquakes[J]. Engineering Structures, 2024, 311: 118177.

[6] Bai W, Dai J, Liu R, et al. Site investigation on seismic performance of 7 isolated buildings during the 2022 Luding Ms 6.8 earthquake[J]. Journal of Building Engineering, 2024, 89: 109224.

[7] Shao Z, Bai W*, Dai J, et al. Research on the effectiveness of a new-type bearing for structural seismic and vibration dual control[J]. Structures. 2024, 62: 106188.

[8] Pang, H., Jiang, T., Dai, J., Yang, Y., & Bai, W. Experimental Study of the Mechanical Properties of Full-Scale Rubber Bearings at 23° C, 0° C, and? 20° C[J]. Polymers, 2024, 16(7): 903.

[9] Hu Y, Bai W*, Dai J, et al. Fragility Analysis of the Main Building–Coal Conveyor Trestle Interaction System of a Thermal Power Plant[J]. Buildings, 2023, 13(11): 2864.

[10] Shao Z, Bai W*, Dai J, et al. Monitoring and analysis of railway-induced vibration and structure-borne noise in a transit-oriented development project[J]. Structures, 2023, 57: 105097.

[11] Wu B, Dai J, Bai W*, et al. Triaxial elastoplastic damage constitutive model of unreinforced clay brick masonry wall[J]. Earthquake Engineering and Engineering Vibration, 2023, 22(1): 157-172.

[12] Zhao C, Chen C, Zeng C, Bai W*, et al. Novel periodic pile barrier with low-frequency wide bandgap for Rayleigh waves[J]. International Journal of Mechanical Sciences, 2023, 243: 108006.

[13] Wang W, Nie G, Bai W*, et al. Study on the strong earthquake failure mechanism of space grid structure considering rotational ground motion[J]. Structures, 2023, 57: 105140.

[14] Zhang Z, Jiang S*, Bai W*, et al. Seismic performance assessment of bolted prefabricated shear walls considering bolt-slip[J]. Journal of Building Engineering, 2023, 79: 107923.

[15] Wu B, Dai J, Jin H, Bai W, et al. Numerical simulation on the seismic performance of retrofitted masonry walls based on the combined finite-discrete element method[J]. Earthquake Engineering and Engineering Vibration, 2023, 22(3): 777-805.

[16] Jiang T, Dai J, Yang Y, Bai W*, et al. Finite element analysis of an all-steel buckling-restrained brace[J]. Earthquake Engineering and Engineering Vibration, 2022, 21(4): 1119-1135.

[17] Du K, Ding B, Bai W, et al. Quantifying uncertainties in ground motion-macroseismic intensity conversion equations. A probabilistic relationship for western China[J]. Journal of Earthquake Engineering, 2022, 26(4): 1976-2000.

[18] Cheng X, Xu X, Bai W*, et al. A calculation model for vibration effect induced by resonance-free vibratory hammer method[J]. Buildings, 2022, 12(12): 2204.

[19] Tang B, Dong Y, Bai W*, et al. Seismic Response of Star-Type Grid Concrete Wall Structure by Numerical Modeling[J]. Materials, 2022, 15(23): 8519.

[20] Zhang G, Sun B, Bai W, et al. Prediction of the yield performance and failure mode of RC columns under cyclic-load by PSO-BP neural network[J]. Buildings, 2022, 12(5): 507.

[21] Bai W, Li Y, Ji J, et al. Axial compression behavior of symmetrical full-scale concrete filled double skin steel tube stub columns[J]. Symmetry, 2022, 14(2): 223.

[22] Bai W, Moustafa M A, Dai J, et al. Damage assessment of Shuanghe Confucian temple after Changning earthquake mainshock and aftershocks series[J]. Bulletin of Earthquake Engineering, 2021, 19(14): 5977-6001.

[23] Xu L, Li Z, Bai W*, et al. Numerical simulation platform for slab track systems subjected to a moving vehicle[J]. Advances in Engineering Software, 2021, 154: 102984.

[24] Ji J, Zeng W, Jiang L, Bai W, et al. Hysteretic behavior on asymmetrical composite joints with concrete-filled steel tube columns and unequal high steel beams[J]. Symmetry, 2021, 13(12): 2381.

[25] Du K, Bai W, Bai J, et al. Comparative seismic performance assessment of reinforced concrete frame structures with and without structural enhancements using the FEMA P-58 methodology[J]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2021, 7(4): 04021047.

[26] Zhao, C., Zeng, C., Huang, H., Dai, J., Bai, W., Wang, J., & Mo, Y. L. Preliminary study on the periodic base isolation effectiveness and experimental validation[J]. Engineering Structures, 2021, 226: 111364.

[27] Bai W, Xu L. Theoretical studies on the longitudinal inhomogeneity of track stiffness and a track status estimation method[J]. Advances in Civil Engineering, 2021, 2021(1): 8847633.

[28] Jiang, T., Dai, J., Yang, Y., Liu, Y., & Bai, W. Study of a new-type of steel buckling-restrained brace[J]. Earthquake Engineering and Engineering Vibration, 2020, 19: 239-256.

[29] Bai W, Junwu D. Seismic Protection of Cultural Relics Using Three-Dimensional Base-Isolation System[M]//Experimental Vibration Analysis for Civil Structures. CRC Press, 2020: 27-32.

[30] Bai W, Mohamed A. Moustafa; Dai Junwu; Seismic Fragilities of High-Voltage Substation Disconnect Switches, Earthquake Spectra, 2019, 35(4): 1559-1582.

[31] Dai J, Yang Y, Bai W. Shaking table test for the 1: 5 architectural model of Qin-an Palace with wooden frame structure in the Forbidden City[J]. International Journal of Architectural Heritage, 2019, 13(1): 128-139.

[32] Shi B, Dai J, Bai W, et al. Investigation on the building structural damages of the Kathmandu nine-story Basantapur Tower in 2015 Nepal M8. 1 Gorkha earthquake[J]. International Journal of Architectural Heritage, 2019, 13(1): 76-97.

[33] Bai W, Mohamed A. Moustafa; Dai Junwu; Seismic response of potential transformers and mitigation using innovative multiple tuned mass dampers[J], Engineering Structures, 2018, 174: 67-80.

[34] Bai W, Dai Junwu, et al. Experimental and analytical studies on multiple tuned mass dampers for seismic protection of porcelain electrical equipment[J], Earthquake Engineering and Engineering Vibration, 2017, 2017(16): 803-813.

[35] 趙守江,柏文*,戴君武.曲線軌道式隔震裝置的結構優化與應用研究[J].中南大學學報(自然科學版),2024,55(01):355-364.

[36] 劉榮恒,柏文*,戴君武,等.基于強震記錄的建筑結構樓層設計譜研究[J].工程力學,2024,41(12):176-188.

[37] 龐輝,姜濤,戴君武,楊永強,柏文.考慮環境溫度效應的隔震橡膠支座力學性能試驗[J].哈爾濱工業大學學報,2024,56(06):91-103.

[38] 趙守江,柏文*.具有黏滯阻尼機構的曲線軌道式隔震裝置試驗與數值分析[J/OL].振動工程學報,1-9.

[39] 趙守江,柏文*.組合型摩擦擺隔震裝置的設計與試驗研究[J/OL].工程力學,1-8.

[40] 趙春風,王胤植,楚凡,柏文.十字形梯度地震超材料帶隙特性與隔震性能研究[J/OL].工程力學,1-14

[41] 杜思敏,柏文*,戴君武,等.典型220 kV電容式電壓互感器地震易損性研究[J].地震工程與工程振動,2023,43(01):189-196.

[42] 戴君武,柏文*,周寶峰,等.從瀘定6.8級地震看建筑隔震技術發展亟待解決的問題[J].地震工程與工程振動,2022,42(06):1-11.

[43] 柏文,唐柏贊,戴君武,杜軻,楊永強.考慮地震和材料強度不確定性的瓷柱型電氣設備易損性分析[J].中國電機工程學報(中國最具國際影響力中文期刊),2021,41(07):2594-2605.

[44] 柏文,戴君武,楊永強.瓷柱型電氣設備基于BI-TMD的混合控制減震研究[J].中國電機工程學報(中國最具國際影響力中文期刊),2019,39(13):3939-3947.

[45] 柏文, 戴君武, 寧曉晴, 周惠蒙, 楊永強. 考慮地震作用的互聯高壓電氣設備軟母線松弛度研究[J], 中國電機工程學報(中國最具國際影響力中文期刊), 2018, 38(3): 927-936.

[46] 柏文, 戴君武, 周惠蒙, 楊永強, 寧曉晴. 瓷柱型電氣設備MTMD減震方法試驗研究[J], 高電壓技術(中國國際影響力優秀學術期刊), 2018, 44(3): 1-8.


代表性發明專利

[1] 柏文、戴君武、楊永強,帶豎向重力調諧單元的摩擦擺隔震裝置

[2] 柏文、戴君武、楊永強,寬頻穩定的多重調諧質量阻尼器機械減振支座

[3] 柏文、戴君武、楊永強,一種帶質量穩定器的水平單向隔振裝置

[4] 柏文、戴君武、楊永強,用于浮放物抗震保護的擺式三維隔震展柜

[5] 柏文、戴君武、楊永強,用于文物保護的三維隔震裝置

[6] 柏文、戴君武、楊永強,帶多重調諧質量阻尼器的穩定隔震裝置

[7] 柏文、戴君武等,用于瓷柱型電氣設備抗震保護的抗拔小位移機械隔震裝置

[8] 柏文、戴君武等,帶豎向調諧質量的電氣設備抗拔隔震裝置

[9] 柏文、戴君武等,三維全向剪切型震振雙控裝置

[10] 柏文、戴君武等,一種三維隔震支座


代表性獎項及榮譽

[1] 2023,中國地震局,嘉獎

[2] 2021,中國地震局防震減災科學成果獎,二等獎,排名第4

[3]2017,劉恢先地震工程獎學金


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