柏文,副研究員,碩士生導師,九三學(xué)社社員。主要從事工程振動(dòng)智能控制等技術(shù)研究。主持國家自然科學(xué)基金、省部級重點(diǎn)研發(fā)課題等各類(lèi)科研項目10余項,參與40余項,發(fā)表學(xué)術(shù)論文100余篇,獲授權發(fā)明專(zhuān)利20余項,參與編寫(xiě)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(xué)報》、《振動(dòng)與沖擊》、《工程力學(xué)》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(xué)成果獎等。
聯(lián)系方式:
電話(huà):18646238361
郵箱:baiwen@iem.ac.cn
地址:黑龍江省哈爾濱市南崗區學(xué)府路29號
教育經(jīng)歷:
[1] 2007.09-2011.07
中南大學(xué),學(xué)士學(xué)位
[2] 2012.09-2014.07
中國地震局工程力學(xué)研究所,碩士學(xué)位(導師:戴君武研究員)
[3] 2014.09-2018.07
中國地震局工程力學(xué)研究所,博士學(xué)位(導師:戴君武研究員)
[4] 2016.10-2017.10
University of Nevada, Reno,國家公派聯(lián)合培養博士生(導師:Ian G. Buckle教授)
工作經(jīng)歷:
[1] 2018.07-2018.12
中國地震局工程力學(xué)研究所,研究實(shí)習員
[2] 2018.12-2021.04
中國地震局工程力學(xué)研究所,助理研究員
[3] 2021.04-2021.09
中國地震局工程力學(xué)研究所,副研究員
[4] 2021.09至今
中國地震局工程力學(xué)研究所,副研究員、碩士生導師
主要研究方向:
[1] 工程振動(dòng)智能控制
[2] 結構隔震技術(shù)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(xué)基金面上基金:基于環(huán)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(diǎn)研發(fā)課題:城市建筑震振雙控關(guān)鍵裝置及其安全監測評估關(guān)鍵技術(shù)研究,2024.10-2026.9,主持
[3] 中央級公益性科研院所基本科研業(yè)務(wù)費:兼顧地震與軌交振動(dòng)控制需求的建筑震振雙控裝置研發(fā),2024.09-2026.12,主持
[4] 省級重點(diǎn)研發(fā)專(zhuān)題:考慮近場(chǎng)大脈沖及上下盤(pán)效應、遠場(chǎng)長(cháng)周期長(cháng)持時(shí)地震作用的大跨度橋梁動(dòng)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(yè)務(wù)費人才專(zhuān)項:建筑結構震振復合控制關(guān)鍵技術(shù)研究,2023.12-2026.12,主持
[6] 省級重點(diǎn)研發(fā)專(zhuān)題:建筑震振雙控實(shí)用裝置及設計方法研究,2022.12-2025.11,主持
[7] 國家自然科學(xué)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(guān)鍵技術(shù)研究,2021.01-2023.12,主持
[8] 中央級公益性科研院所基本科研業(yè)務(wù)費專(zhuān)題項目:隔震結構抗震韌性評價(jià)研究及其標準化,2021.01-2023.01,主持
[9] 國家重點(diǎn)研發(fā)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(yè)務(wù)費面上項目:母線(xiàn)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(xué)基金聯(lián)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(diǎn)研發(fā)項目專(zhuān)題:倒塌建筑物生命通道優(yōu)選標準化,2018.12-2021.12,主持
[13] 國家自然科學(xué)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(xué)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(shù)研究,2021.01-2024.12,參與
[15] 國家自然科學(xué)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(fēng)險評估研究,2016.01-2019.12,參與
[16] 國家自然科學(xué)基金面上基金:瓷柱型高聳電氣設備多重環(huán)式調諧質(zhì)量阻尼減震技術(shù)研究,2015.01-2018.12,參與
[17] 國家自然科學(xué)基金青年基金:空間網(wǎng)格結構強震損傷演化機理和抗震性能評估關(guān)鍵問(wèn)題研究,2014.01-2016.12,參與
代表性論著(zhù) :
[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(xiàn)軌道式隔震裝置的結構優(yōu)化與應用研究[J].中南大學(xué)學(xué)報(自然科學(xué)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(xué),2024,41(12):176-188.
[37] 龐輝,姜濤,戴君武,楊永強,柏文.考慮環(huán)境溫度效應的隔震橡膠支座力學(xué)性能試驗[J].哈爾濱工業(yè)大學(xué)學(xué)報,2024,56(06):91-103.
[38] 趙守江,柏文*.具有黏滯阻尼機構的曲線(xiàn)軌道式隔震裝置試驗與數值分析[J/OL].振動(dòng)工程學(xué)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(xué),1-8.
[40] 趙春風(fēng),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(xué),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(dòng),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(shù)發(fā)展亟待解決的問(wèn)題[J].地震工程與工程振動(dòng),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(xué)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(xué)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(lián)高壓電氣設備軟母線(xiàn)松弛度研究[J], 中國電機工程學(xué)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(shù)(中國國際影響力優(yōu)秀學(xué)術(shù)期刊), 2018, 44(3): 1-8.
代表性發(fā)明專(zhuān)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(zhì)量阻尼器機械減振支座
[3] 柏文、戴君武、楊永強,一種帶質(zhì)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(zhì)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(zhì)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(yù) :
[1] 2023,中國地震局,嘉獎
[2] 2021,中國地震局防震減災科學(xué)成果獎,二等獎,排名第4
[3]2017,劉恢先地震工程獎學(xué)金