人才培養(yǎng)
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左占宣
左占宣，男，博士，副研究員。畢業(yè)于石家莊鐵道大學、哈爾濱工業(yè)大學，分別獲得學士、碩士和博士學位。主要從事建筑（群）抗震韌性評估、強地震動特征與設防及智能防災等研究。主持國家自然科學基金、國家重點研發(fā)計劃政府間國際合作重點專項課題、黑龍江省自然科學基金等科研項目6項。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，參與出版學術專著一本，入選黑龍江省第二批高層次人才，中國土木工程學會城市工程抗災韌性分會理事，黑龍江大學兼職研究生導師。
聯(lián)系方式：
地址：黑龍江省哈爾濱市學府路29號
郵箱：zuozhanxuan@sina.com，zuozx@iem.ac.cn
主要研究領域：
城市抗震韌性評估方法與提升
強地震動特征及對結構地震響應影響
非結構構件抗震性能及設計譜
AI驅動災害預測與智能防災減災
指導（含協(xié)助指導）畢業(yè)生去向：
鄒曉霖（2021-2024，碩士期間發(fā)表SCI論文2篇）：澳門大學全獎讀博；
張孔（2022-2025，碩士期間發(fā)表SCI論文1篇）：天津大學讀博；
梁新偉（2023-至今，碩士期間發(fā)表SCI論文2篇）
承擔項目：
1 國家自然科學基金青年項目，考慮豎向地震作用時RC框架結構倒塌機制及抗倒塌能力評估方法研究（51708523），負責人
2 國家重點研發(fā)計劃政府間國際科技創(chuàng)新合作重點專項課題，室內吊頂抗震性能評估及可恢復技術研究（2019YFE0115703），負責人
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構抗倒塌能力研究（LH2019E097），負責人
4中央級公益性科研院所基本科研業(yè)務費專項，基于抗倒塌能力譜的結構抗倒塌設計及評估簡化方法研究（2017B17），負責人
5 黑龍江省博士后科研啟動經(jīng)費，結構抗震韌性評估與提升研究，負責人
6 中央級公益性科研院所基本科研業(yè)務費專項，地震動持時對RC框架結構反應影響定量研究（2023B03），負責人
7 國家自然科學基金面上項目，考慮液-固耦合效應的海上風力發(fā)電塔子結構混合試驗研究 （51878630），參與
8 國家自然科學基金面上項目，強震作用下填充墻RC框架結構有元數(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. 地震動持時對單自由度體系損傷譜影響研究[J]. 地震工程與工程振動. 2025, 45(05): 110-120.
32. 謝國雄，公茂盛，左占宣. 地震動持時對砌體結構地震響應影響研究[J]. 防災減災工程學報. 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)絡的豎向地震動加速度反應譜預測模型[J]. 世界地震工程. 2025, 41(04): 106-117.
34. 陸洪誠，公茂盛，左占宣，等. 地震動持時對結構倒塌能力譜影響研究[J]. 低溫建筑技術. 2025, 47(08): 106-110.
35. 崔銘釗，公茂盛，左占宣，等. 基于Light-GBM算法的地震動顯著持時預測模型[J]. 振動與沖擊. 2025, 44(16): 185-192.
36. 公茂盛，左占宣，趙一男，等. 地震動持時對工程結構地震反應影響研究進展世界地震工程. 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構物理參數(shù)識別研究[J]. 振動與沖擊. 2022, 41(07): 74-80.
38. 楊永強，楊耀鑫，楊游，等. 基于地震觀測數(shù)據(jù)的結構損傷水平表征參數(shù)研究[J]. 地震工程與工程振動. 2022, 42(02): 42-51.
39. 左占宣，公茂盛，張浩. 極罕遇地震作用下RC框架結構抗震性能研究[J]. 地震工程與工程振動. 2021, 41(04): 81-89.
40. 劉洋，公茂盛，左占宣. 軸壓比對RC框架柱抗震性能影響研究[C]. 第五屆土木與環(huán)節(jié)工程國際會議. 中國湖北武漢: 2021.
41. 沈召義，公茂盛，左占宣，等. RC框架結構梁柱節(jié)點抗震性能試驗研究[C]. 第五屆能源、環(huán)境與自然資源國際會. 中國湖北武漢: 2021.
42. 趙一男，公茂盛，左占宣，等. 基于改進SCAM算法的結構物理參數(shù)識別貝葉斯方法[J]. 振動與沖擊. 2021, 40(06): 121-126.
43. 左占宣，李爽，翟長海，等. 結構周期延長對倒塌分析中地震動強度指標選擇的影響[J]. 建筑結構學報. 2019, 40(05): 141-148.
44. 胡進軍，左占宣，吳旺成，等. 基于烈度指標的核電廠地震預警停堆參數(shù)研究[J]. 地震工程學報. 2019, 41(01): 189-194.
45. 單寶華，王海，袁文廳，等. 地震動作用下三層框架模型倒塌的平行雙目視覺監(jiān)測[J]. 振動與沖擊. 2018, 37(12): 48-52.
46. 左占宣，李爽，翟長海，等. 建立基于力的變截面梁單元質量矩陣的新方法[J]. 計算力學學報. 2013, 30(05): 744-748.
專利、專著與軟件著作權：
1. 左占宣, 李爽, 胡進軍, 謝禮立. 一種便于震后快速修護的裝配式RC結構梁柱連接節(jié)點. 發(fā)明專利：ZL201710667088.6
2. 公茂盛, 周寶峰, 左占宣, 建筑結構強震觀測記錄分析與應用. 地震工程出版社, 2021. 書號：ISBN 978-7-5028-5381-5
3. 軟件名稱：基于智能優(yōu)化算法的結構滯回模型參數(shù)識別軟件V1.0. 登記號: 2023SR1195119
