科研隊(duì)伍
/
左占宣
左占宣，男，博士，副研究員。畢業(yè)于石家莊鐵道大學(xué)、哈爾濱工業(yè)大學(xué)，分別獲得學(xué)士、碩士和博士學(xué)位。主要從事建筑（群）抗震韌性評(píng)估、強(qiáng)地震動(dòng)特征與設(shè)防及智能防災(zāi)等研究。主持國(guó)家自然科學(xué)基金、國(guó)家重點(diǎn)研發(fā)計(jì)劃政府間國(guó)際合作重點(diǎn)專項(xiàng)課題、黑龍江省自然科學(xué)基金等科研項(xiàng)目6項(xiàng)。發(fā)表論文50余篇，其中SCI檢索30余篇（以第一/通訊作者發(fā)表20余篇），獲得發(fā)明專利3項(xiàng)，參與出版學(xué)術(shù)專著一本，入選黑龍江省第二批高層次人才，中國(guó)土木工程學(xué)會(huì)城市工程抗災(zāi)韌性分會(huì)理事，黑龍江大學(xué)兼職研究生導(dǎo)師。
聯(lián)系方式：
地址：黑龍江省哈爾濱市學(xué)府路29號(hào)
郵箱：zuozhanxuan@sina.com，zuozx@iem.ac.cn
主要研究領(lǐng)域：
城市抗震韌性評(píng)估方法與提升
強(qiáng)地震動(dòng)特征及對(duì)結(jié)構(gòu)地震響應(yīng)影響
非結(jié)構(gòu)構(gòu)件抗震性能及設(shè)計(jì)譜
AI驅(qū)動(dòng)災(zāi)害預(yù)測(cè)與智能防災(zāi)減災(zāi)
指導(dǎo)（含協(xié)助指導(dǎo)）畢業(yè)生去向：
鄒曉霖（2021-2024，碩士期間發(fā)表SCI論文2篇）：澳門大學(xué)全獎(jiǎng)讀博；
張孔（2022-2025，碩士期間發(fā)表SCI論文1篇）：天津大學(xué)讀博；
梁新偉（2023-至今，碩士期間發(fā)表SCI論文2篇）
承擔(dān)項(xiàng)目：
1 國(guó)家自然科學(xué)基金青年項(xiàng)目，考慮豎向地震作用時(shí)RC框架結(jié)構(gòu)倒塌機(jī)制及抗倒塌能力評(píng)估方法研究（51708523），負(fù)責(zé)人
2 國(guó)家重點(diǎn)研發(fā)計(jì)劃政府間國(guó)際科技創(chuàng)新合作重點(diǎn)專項(xiàng)課題，室內(nèi)吊頂抗震性能評(píng)估及可恢復(fù)技術(shù)研究（2019YFE0115703），負(fù)責(zé)人
3 黑龍江省自然基金，極罕遇地震作用下考慮水平和豎向地震作用的結(jié)構(gòu)抗倒塌能力研究（LH2019E097），負(fù)責(zé)人
4中央級(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)專項(xiàng)，基于抗倒塌能力譜的結(jié)構(gòu)抗倒塌設(shè)計(jì)及評(píng)估簡(jiǎn)化方法研究（2017B17），負(fù)責(zé)人
5 黑龍江省博士后科研啟動(dòng)經(jīng)費(fèi)，結(jié)構(gòu)抗震韌性評(píng)估與提升研究，負(fù)責(zé)人
6 中央級(jí)公益性科研院所基本科研業(yè)務(wù)費(fèi)專項(xiàng)，地震動(dòng)持時(shí)對(duì)RC框架結(jié)構(gòu)反應(yīng)影響定量研究（2023B03），負(fù)責(zé)人
7 國(guó)家自然科學(xué)基金面上項(xiàng)目，考慮液-固耦合效應(yīng)的海上風(fēng)力發(fā)電塔子結(jié)構(gòu)混合試驗(yàn)研究 （51878630），參與
8 國(guó)家自然科學(xué)基金面上項(xiàng)目，強(qiáng)震作用下填充墻RC框架結(jié)構(gòu)有元數(shù)值模擬及協(xié)同工作研究（51078117），參與
代表性論文：
1. Jia J, Gong M S, Zuo Z X, et al. Strength reduction factor prediction model for non-structural components based on ensemble algorithm with Bayesian optimization. STRUCTURES. 2026, 84.
2. Liang X W, Zuo Z X, Gong M S, et al. Assessment of vertical peak floor acceleration demands for RC frames under seismic excitation[J]. STRUCTURES. 2025, 82.
3. Jia J, Gong M S, Zuo Z X, et al. Generating elastic floor response spectra using ensemble learning methods with whale optimization algorithm[J]. STRUCTURES. 2025, 82.
4. Gong M S, Liang X W, Zuo Z X. Effect of the infill walls on vertical peak floor acceleration demands of RC frames under seismic excitation[J]. ENGINEERING STRUCTURES. 2025, 343.
5. Deng M Y, Li S, Zuo Z X, et al. A framework for calibrating simplified story shear model of masonry structure considering the coupling effect of bidirectional loading[J]. JOURNAL OF BUILDING ENGINEERING. 2025, 111.
6. Jia J, Gong M S, Zuo Z X, et al. Real-time structural seismic time history response prediction based on physics-informed deep learning[J]. JOURNAL OF BUILDING ENGINEERING. 2025, 108.
7. Zhao Y N, Gong M S, Zuo Z X, et al. Influence of ground-motion duration on constant ductility response spectra considering various hysteretic models[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2025, 195.
8. Zhang K, Zuo Z X, Gong M S, et al. The influence of forward-directivity pulse-like ground motion orientation angles on structural collapse capacity[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2025, 191.
9. Jia J, Gong M S, Zuo Z X, et al. A novel deep learning-based method for generating floor response spectra of building structures[J]. ENGINEERING STRUCTURES. 2025, 322.
10. Zou X L, Gong M S, Zuo Z X. An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics[J]. BULLETIN OF EARTHQUAKE ENGINEERING. 2024, 22(13): 6607-6642.
11. Zou X L, Gong M S, Zuo Z X, et al. An efficient framework for structural seismic collapse capacity assessment based on an equivalent SDOF system[J]. ENGINEERING STRUCTURES. 2024, 300.
12. Zhao Y N, Gong M S, Tan J Y, et al. New ground-motion prediction equations for significant duration of subduction intraslab and interface earthquakes in Japan[J]. BULLETIN OF EARTHQUAKE ENGINEERING. 2023, 21(12): 5375-5401.
13. Zuo Z X, Gong M S, Wang K Y, et al. Shaking table test of an RC frame considering horizontal and vertical ground motions[J]. BULLETIN OF EARTHQUAKE ENGINEERING. 2023, 21(12): 5525-5544.
14. Gong M S, Zhao Y N, Zuo Z X, et al. New ground-motion prediction equations for significant duration of shallow crustal and upper mantle earthquakes in Japan and intra-event spatial correlation[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2023, 171.
15. Gong M S, Liu B, Zuo Z X, et al. The Influence of the Flexural Strength Ratio of Columns to Beams on the Collapse Capacity of RC Frame Structures[J]. BUILDINGS. 2022, 12(8).
16. Li C H, Zeng H Y, Zuo Z X, et al. Pulse Period Identification Method for Pulse-Like Ground Motions Oriented to Structural Maximum Inelastic Response[J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA. 2022, 112(4): 2031-2048.
17. Zuo Z X, He Y T, Li S. Rational Use of Idealized Shear-Building Models to Approximate Actual Buildings[J]. BUILDINGS. 2022, 12(3).
18. Zuo Z X, Gong M S, Sun J, et al. Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion[J]. BULLETIN OF EARTHQUAKE ENGINEERING. 2021, 19(12): 5139-5159.
19. Gong M S, Zuo Z X, Sun J, et al. Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames[J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION. 2021, 20(2): 441-452.
20. Li C H, Xue G F, Zuo Z X. Smooth Acceleration Spectra for Pulse-Like Ground Motions[J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA. 2020, 110(6): 2755-2765.
21. Zhao Y N, Gong M S, Zuo Z X, et al. Bayesian estimation approach based on modified SCAM algorithm and its application in structural damage identification[J]. STRUCTURAL CONTROL & HEALTH MONITORING. 2021, 28(1).
22. Li C H, Zuo Z X, Kunnath S, et al. Orientation of the strongest velocity pulses and the maximum structural response to pulse-like ground motions[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2020, 136.
23. Li C H, Kunnath S, Zuo Z X, et al. Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2020, 130.
24. Gong M S, Zuo Z X, Wang X M, et al. Comparing seismic performances of pilotis and bare RC frame structures by shaking table tests[J]. ENGINEERING STRUCTURES. 2019, 199.
25. Zuo Z X, Li S. Discussion of "Experimental Investigation of Seismic Uncertainty Propagation through Shake Table Tests" by Peng Deng, Shiling Pei, John W. van de Lindt, and Chao Zhang[J]. JOURNAL OF STRUCTURAL ENGINEERING. 2019, 145(2).
26. Shan B H, Yuan W T, Wang H, et al. A parallel stereovision method used for monitoring the collapse of a three-story frame model subjected to seismic loading[J]. INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS. 2018, 14(9).
27. Shan B H, Yuan W T, Wang H, et al. Stereovision monitoring for entire collapse of a three-story frame model under earthquake excitation[J]. STRUCTURAL CONTROL & HEALTH MONITORING. 2018, 25(6).
28. Li S, Zuo Z X, Zhai C H, et al. Comparison of static pushover and dynamic analyses using RC building shaking table experiment[J]. ENGINEERING STRUCTURES. 2017, 136: 430-440.
29. Li S, Zuo Z X, Zhai C H, et al. Shaking table test on the collapse process of a three-story reinforced concrete frame structure[J]. ENGINEERING STRUCTURES. 2016, 118: 156-166.
30. Zuo Z X, Li S, Zhai C H, et al. Optimal Lumped Mass Matrices by Minimization of Modal Errors for Beam Elements[J]. JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME. 2014, 136(2).
31. 楊郁昂，公茂盛，左占宣. 地震動(dòng)持時(shí)對(duì)單自由度體系損傷譜影響研究[J]. 地震工程與工程振動(dòng). 2025, 45(05): 110-120.
32. 謝國(guó)雄，公茂盛，左占宣. 地震動(dòng)持時(shí)對(duì)砌體結(jié)構(gòu)地震響應(yīng)影響研究[J]. 防災(zāi)減災(zāi)工程學(xué)報(bào). 2025, 45(05): 1222-1232.
33. 高銘宇，公茂盛，左占宣，等. 基于深度神經(jīng)網(wǎng)絡(luò)的豎向地震動(dòng)加速度反應(yīng)譜預(yù)測(cè)模型[J]. 世界地震工程. 2025, 41(04): 106-117.
34. 陸洪誠(chéng)，公茂盛，左占宣，等. 地震動(dòng)持時(shí)對(duì)結(jié)構(gòu)倒塌能力譜影響研究[J]. 低溫建筑技術(shù). 2025, 47(08): 106-110.
35. 崔銘釗，公茂盛，左占宣，等. 基于Light-GBM算法的地震動(dòng)顯著持時(shí)預(yù)測(cè)模型[J]. 振動(dòng)與沖擊. 2025, 44(16): 185-192.
36. 公茂盛，左占宣，趙一男，等. 地震動(dòng)持時(shí)對(duì)工程結(jié)構(gòu)地震反應(yīng)影響研究進(jìn)展世界地震工程. 2023, 39(03): 142-153.
37. 王坤陽，公茂盛，左占宣. 基于貝葉斯理論嵌套抽樣的結(jié)構(gòu)物理參數(shù)識(shí)別研究[J]. 振動(dòng)與沖擊. 2022, 41(07): 74-80.
38. 楊永強(qiáng)，楊耀鑫，楊游，等. 基于地震觀測(cè)數(shù)據(jù)的結(jié)構(gòu)損傷水平表征參數(shù)研究[J]. 地震工程與工程振動(dòng). 2022, 42(02): 42-51.
39. 左占宣，公茂盛，張浩. 極罕遇地震作用下RC框架結(jié)構(gòu)抗震性能研究[J]. 地震工程與工程振動(dòng). 2021, 41(04): 81-89.
40. 劉洋，公茂盛，左占宣. 軸壓比對(duì)RC框架柱抗震性能影響研究[C]. 第五屆土木與環(huán)節(jié)工程國(guó)際會(huì)議. 中國(guó)湖北武漢: 2021.
41. 沈召義，公茂盛，左占宣，等. RC框架結(jié)構(gòu)梁柱節(jié)點(diǎn)抗震性能試驗(yàn)研究[C]. 第五屆能源、環(huán)境與自然資源國(guó)際會(huì). 中國(guó)湖北武漢: 2021.
42. 趙一男，公茂盛，左占宣，等. 基于改進(jìn)SCAM算法的結(jié)構(gòu)物理參數(shù)識(shí)別貝葉斯方法[J]. 振動(dòng)與沖擊. 2021, 40(06): 121-126.
43. 左占宣，李爽，翟長(zhǎng)海，等. 結(jié)構(gòu)周期延長(zhǎng)對(duì)倒塌分析中地震動(dòng)強(qiáng)度指標(biāo)選擇的影響[J]. 建筑結(jié)構(gòu)學(xué)報(bào). 2019, 40(05): 141-148.
44. 胡進(jìn)軍，左占宣，吳旺成，等. 基于烈度指標(biāo)的核電廠地震預(yù)警停堆參數(shù)研究[J]. 地震工程學(xué)報(bào). 2019, 41(01): 189-194.
45. 單寶華，王海，袁文廳，等. 地震動(dòng)作用下三層框架模型倒塌的平行雙目視覺監(jiān)測(cè)[J]. 振動(dòng)與沖擊. 2018, 37(12): 48-52.
46. 左占宣，李爽，翟長(zhǎng)海，等. 建立基于力的變截面梁?jiǎn)卧|(zhì)量矩陣的新方法[J]. 計(jì)算力學(xué)學(xué)報(bào). 2013, 30(05): 744-748.
專利、專著與軟件著作權(quán)：
1. 左占宣, 李爽, 胡進(jìn)軍, 謝禮立. 一種便于震后快速修護(hù)的裝配式RC結(jié)構(gòu)梁柱連接節(jié)點(diǎn). 發(fā)明專利：ZL201710667088.6
2. 公茂盛, 周寶峰, 左占宣, 建筑結(jié)構(gòu)強(qiáng)震觀測(cè)記錄分析與應(yīng)用. 地震工程出版社, 2021. 書號(hào)：ISBN 978-7-5028-5381-5
3. 軟件名稱：基于智能優(yōu)化算法的結(jié)構(gòu)滯回模型參數(shù)識(shí)別軟件V1.0. 登記號(hào): 2023SR1195119
