科研隊(duì)伍
/
柏文
柏文，副研究員，碩士生導(dǎo)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(jí)重點(diǎn)研發(fā)課題等各類科研項(xiàng)目10余項(xiàng)，參與40余項(xiàng)，發(fā)表學(xué)術(shù)論文100余篇，獲授權(quán)發(fā)明專利20余項(xiàng)，參與編寫規(guī)范2項(xiàng)，擔(dān)任《Earthquake Spectra》、《Engineering Structures》、《Journal of Building Engineering》、《Journal of Earthquake Engineering》、《Earthquake Engineering and Engineering Vibration》、《Structures》、《中國電機(jī)工程學(xué)報(bào)》、《振動(dòng)與沖擊》、《工程力學(xué)》等數(shù)十本期刊審稿人，榮獲中國地震局嘉獎(jiǎng)和防震減災(zāi)科學(xué)成果獎(jiǎng)等。
聯(lián)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(qū)學(xué)府路29號(hào)
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(dǎo)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(dǎo)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(yǎng)博士生（導(dǎo)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(xí)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(dǎo)師
主要研究方向：
[1] 工程振動(dòng)智能控制
[2] 結(jié)構(gòu)隔震技術(shù)研究
[3] 電力設(shè)施及系統(tǒng)抗震韌性研究
[4] 古建及文物地震保護(hù)研究
[5] 非結(jié)構(gòu)構(gòu)件抗震性能及設(shè)計(jì)譜研究
[6] 冰雪結(jié)構(gòu)安全保障
代表性科研項(xiàng)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(jī)理及設(shè)計(jì)方法研究，2024.01-2027.12，主持
[2] 應(yīng)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(jiān)測(cè)評(píng)估關(guān)鍵技術(shù)研究，2024.10-2026.9，主持
[3] 中央級(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)：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(jí)重點(diǎn)研發(fā)專題：考慮近場(chǎng)大脈沖及上下盤效應(yīng)、遠(yuǎn)場(chǎng)長(zhǎng)周期長(zhǎng)持時(shí)地震作用的大跨度橋梁動(dòng)力災(zāi)變損傷機(jī)理研究，2024.01-2026.12，主持
[5] 中央級(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)人才專項(xiàng)：建筑結(jié)構(gòu)震振復(fù)合控制關(guān)鍵技術(shù)研究，2023.12-2026.12，主持
[6] 省級(jí)重點(diǎn)研發(fā)專題：建筑震振雙控實(shí)用裝置及設(shè)計(jì)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(shè)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(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)專題項(xiàng)目：隔震結(jié)構(gòu)抗震韌性評(píng)價(jià)研究及其標(biāo)準(zhǔn)化，2021.01-2023.01，主持
[9] 國家重點(diǎn)研發(fā)國際合作項(xiàng)目課題：非結(jié)構(gòu)構(gòu)件抗震性能評(píng)估三維樓面反應(yīng)譜研究，2020.12-2023.11，主持
[10] 中央級(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)面上項(xiàng)目：母線互連瓷柱型電氣設(shè)備系統(tǒng)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(dǎo)項(xiàng)目：瓷柱型電氣設(shè)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(xiàng)目專題：倒塌建筑物生命通道優(yōu)選標(biāo)準(zhǔn)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(jié)構(gòu)部件樓層設(shè)計(jì)反應(yīng)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(qū)域內(nèi)相鄰框架結(jié)構(gòu)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(jié)構(gòu)吊頂非結(jié)構(gòu)系統(tǒng)地震失效機(jī)理及抗震風(fēng)險(xiǎn)評(píng)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(shè)備多重環(huán)式調(diào)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(jié)構(gòu)強(qiáng)震損傷演化機(jī)理和抗震性能評(píng)估關(guān)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(jié)構(gòu)優(yōu)化與應(yīng)用研究[J].中南大學(xué)學(xué)報(bào)(自然科學(xué)版),2024,55(01):355-364.
[36] 劉榮恒,柏文*,戴君武,等.基于強(qiáng)震記錄的建筑結(jié)構(gòu)樓層設(shè)計(jì)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(qiáng),柏文.考慮環(huán)境溫度效應(yīng)的隔震橡膠支座力學(xué)性能試驗(yàn)[J].哈爾濱工業(yè)大學(xué)學(xué)報(bào),2024,56(06):91-103.
[38] 趙守江,柏文*.具有黏滯阻尼機(jī)構(gòu)的曲線軌道式隔震裝置試驗(yàn)與數(shù)值分析[J/OL].振動(dòng)工程學(xué)報(bào),1-9.
[39] 趙守江,柏文*.組合型摩擦擺隔震裝置的設(shè)計(jì)與試驗(yàn)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(jí)地震看建筑隔震技術(shù)發(fā)展亟待解決的問題[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(qiáng).考慮地震和材料強(qiáng)度不確定性的瓷柱型電氣設(shè)備易損性分析[J].中國電機(jī)工程學(xué)報(bào)（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(qiáng).瓷柱型電氣設(shè)備基于BI-TMD的混合控制減震研究[J].中國電機(jī)工程學(xué)報(bào)（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(qiáng). 考慮地震作用的互聯(lián)高壓電氣設(shè)備軟母線松弛度研究[J], 中國電機(jī)工程學(xué)報(bào)（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(qiáng), 寧曉晴. 瓷柱型電氣設(shè)備MTMD減震方法試驗(yàn)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)明專利 ：
[1] 柏文、戴君武、楊永強(qiáng)，帶豎向重力調(diào)諧單元的摩擦擺隔震裝置
[2] 柏文、戴君武、楊永強(qiáng)，寬頻穩(wěn)定的多重調(diào)諧質(zhì)量阻尼器機(jī)械減振支座
[3] 柏文、戴君武、楊永強(qiáng)，一種帶質(zhì)量穩(wěn)定器的水平單向隔振裝置
[4] 柏文、戴君武、楊永強(qiáng)，用于浮放物抗震保護(hù)的擺式三維隔震展柜
[5] 柏文、戴君武、楊永強(qiáng)，用于文物保護(hù)的三維隔震裝置
[6] 柏文、戴君武、楊永強(qiáng)，帶多重調(diào)諧質(zhì)量阻尼器的穩(wěn)定隔震裝置
[7] 柏文、戴君武等，用于瓷柱型電氣設(shè)備抗震保護(hù)的抗拔小位移機(jī)械隔震裝置
[8] 柏文、戴君武等，帶豎向調(diào)諧質(zhì)量的電氣設(shè)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(jiǎng)項(xiàng)及榮譽(yù) ：
[1] 2023，中國地震局，嘉獎(jiǎng)
[2] 2021，中國地震局防震減災(zāi)科學(xué)成果獎(jiǎng)，二等獎(jiǎng)，排名第4
[3]2017，劉恢先地震工程獎(jiǎng)學(xué)金
