吴杰

职称:教授

学位:博士

英文论文

[1]  Pang C , Wu J *, Fan X. Modification of shrinkage prediction model for partially enclosed steel reinforced concrete columns based on moisture diffusion analysis. Construction and Building Materials, 2024, 416: 135164 47. (SCI, Q1)

[2]  Wu J, Wei X, Luo X*. Predicting drying shrinkage of steel reinforced concrete columns with enclosed section steels. Steel and Composite Structures, 2023, 47(4):539-550. (SCI, Q1)

[3]  Wu J, Pang C, Dong B*. Dual compensation method for vertical shortening and differential shortening control in high-rise buildings. Journal of Building Engineering, 2022, 57:104967. (SCI, Q1)

[4]  Wu J*, Zhang L, Li Y, et al. Prediction of dry shrinkage deformation for partially enclosed steel reinforced concrete columns. Journal of Building Engineering, 2021, 102675. (SCI, Q1)

[5]  Wu J*, Hu N, Dong Y, et al. Wind characteristics atop Shanghai Tower during typhoon Jongdari using field monitoring data. Journal of Building Engineering, 2021, 33: 101815. (SCI, Q1)

[6]  Wu J*, Hu N, Dong Y, Zhang Q. Monitoring dynamic characteristics of 600 m+ Shanghai Tower during two consecutive typhoons. Structural Control and Health Monitoring, 2020, 10: e2666. (SCI, Q1)

[7]  Cheng S, Wu J*, Shi J. A BIM platform for the manufacture of prefabricated steel structure. Applied Sciences, 2020, 10: 8038. (SCI, Q2)

[8]  Wu J*, Zhu J, Dong Y, Zhang Q. Nonlinear stability analysis of steel cooling towers considering imperfection sensitivity. Thin-Walled Structures, 2020, 46: 106448. (SCI, Q1)

[9]  Wu J*, Xu H, Dong Y, Zhang Q. Dynamic performance evaluation of Shanghai Tower under winds based on full‐scale data. Structural Design of Tall and Special Buildings, 2019, e1611. (SCI, Q2)

[10]  Zhang Q, Tang X, Wu J*. Online automatic structural health assessment of the Shanghai Tower. Smart Structures and Systems, 2019, 24(3): 319-332. (SCI, Q1)

[11]  Yang B, Zhang B, Wu J*. A BIM-based quantity calculation framework for frame-shear wall structure. Structural Engineering International, 2019, 29(2): 282-291. (SCI, Q4)

[12]  Liu J, Zhang Q, Wu J*. Dimensional accuracy and structural performance assessment of spatial structure components using 3D laser scanning. Automation in Construction, 2018, 96: 324-336. (SCI, Q1)

[13]  Wu J*, Frangopol D M, Soliman M. Geometry control simulation for long-span steel cable-stayed bridges based on geometrically nonlinear analysis. Engineering Structures, 2015,90:71-82. (SCI, Q1)

[14]  Wu J*, Frangopol D M, Soliman M. Simulating the construction process of steel-concrete composite bridges. Steel and Composite Structures, 2015, 18(5):1239-1258. (SCI, Q1)

[15]  Cheng B, Wu J*, Wang J. Strengthening of perforated walls in cable-stayed bridge pylons with double cable planes. Steel and Composite Structures, 2015,18(4):811-831. (SCI, Q1)

[16]  Wu J*, Lin Hui, Luo X. A fast form-finding method for single-layer plane cable net with elastic boundary. Proceedings of the International Association for Shell and Spatial Structures, IASS 2015.

[17]  Wu J*, Frangopol D M, Soliman M, et al. Numerical simulation and analysis of composite steel-concrete bridges. Proc. of the 7th Intl. Conf. of Bridge Maintenance, Safety and Management, IABMAS 2014: 1465-1471. (EI)

[18]  Wu J*, Frangopol D M, Soliman M. Construction control simulation for cable-stayed bridges based on geometrically nonlinear analysis. IABMAS 2014: 1488-1493. (EI)

[19]  Luo X*, Wu J, Frangopol D M, Soliman M. Study of computer aided design for cable-stayed bridges. Proc. of the 7th Intl. Conf. of Bridge Maintenance, Safety and Management, IABMAS 2014: 2229-2236. (EI)

[20]  Lv J, Wu J*, Zhang Q. Time-dependent analysis of steel-reinforced concrete structures. Structural Design of Tall and Special Buildings, 2013, 22:1186-1198. (SCI, Q2)

[21]  Wu J*, Zhang Q, Luo X. Construction stages simulation for cable-stayed bridge on geometrical nonlinear analysis. Proc. of the 5th Intl. Conf. of Bridge Maintenance, Safety and Management, IABMAS 2010: 1513-1517. (EI)

 

中文论文

[1] 徐洪俊吴杰*张锦东参数识别的改进Bayesian TDD-FFT法及其应用建筑结构学报, 2022, 43(3): 203-211.EI

[2] 吴杰庞存均*杨永华考虑时变效应的超高层竖向构件差异变形补偿方法同济大学学报(自然科学版), 2022, 50(12): 1743-1751.EI

[3] 吴杰杨永华, 内置方钢管混凝土柱干燥收缩预测模型建筑结构学报, 2021, 11(S1): 339-347.EI

[4] 吴杰李怀健面向智能建造专业的工程制图课程建设城市建筑, 2021, 18(378): 161-164+176.

[5] 吴杰刘沈如李怀健融合信息技术的工程制图课程改革与实践城市建筑, 2021, 17(375): 141-144.

[6] 石佳霖, 吴杰郑礼刚钢结构建筑BIM集成制造管理平台工业建筑, 2020(S): 442-446.

[7] 吴杰*徐洪俊张其林良态风和台风下的上海中心大厦动力参数分析同济大学学报(自然科学版), 2019, 47(8): 1100-1105.EI

[8] 吴杰*徐洪俊张其林模态识别的Bayesian TDD-FFT 法及其应用振动与冲击, 2019, 38(15): 142-148.EI

[9] 满延磊吴杰张其林朱燕新基于操作的钢结构节点参数化建模系统研发同济大学学报(自然科学版), 2019, 47(10): 1383-1389.EI

[10] 满延磊吴杰张其林刘兵基于建筑信息模型的支吊架全过程设计系统同济大学学报(自然科学版), 2019, 47(9): 1225-1234.EI

[11] 吴杰王烨赅杨永华部分闭合式型钢混凝土柱收缩试验研究建筑结构学报, 2019, 40(S1): 179-184.EI

[12] 唐晓祥张其林吴杰环境因素对中国航海博物馆单层索网结构响应的影响施工技术, 2019, 48(15): 118-121+125.

[13] 胡宁涛, 吴杰张其林上海中心顶部实测脉动风特性研究工业建筑, 2019(S): 38-44.

[14] 张其林黄亚男吴杰装配式部分外包组合短肢剪力墙抗震性能试验研究施工技术, 2019, 48(2): 100-106+125.

[15] 郭小农陶磊吴杰*国产结构用铝合金低温力学性能试验研究湖南大学学报(自然科学版), 2019: 46(1): 22-31.EI

[16] 王琛吴杰*.基于JSP的装配式建筑信息化管理平台东华大学学报(自然科学版) 2018,44(4):602-607.

[17] 徐洪俊, 吴杰*张其林基于AMD的信号趋势项提取和应用计算机辅助工程, 2018, 27(4): 67-71.

[18] 戴碧琳, 吴杰*张其林内埋型钢混凝土柱的收缩和徐变参数分析东华大学学报(自然科学版). 2018, 44(4): 608-616.

[19] 吴杰*衣枚玉张金辉大数据下的结构性态监测信息管理系统设计与应用湖南大学学报(自然科学版) 2016,43(9):76-81.EI

[20] 朱俊颖, 吴杰*张其林双曲线型钢结构冷却塔缺陷敏感性分析东华大学学报(自然科学版). 2017, 43(4): 585-591.

[21] 吴杰*刘俊杰某超高层框架-核心筒结构时变效应分析与实测东华大学学报(自然科学版), 2016,42(4):559-565.

[22] 范高杰, 吴杰*张其林基于双平台的风电机组基础设计系统研发建筑结构. 2016, 46(14): 26-29.

[23] 林晖, 吴杰陈海洲双枝不等重大型树状结构的旋转提升法研究施工技术. 2015, 46(18): 117-122.

[24] 林晖, 吴杰*陈海洲一种弹性边界单层平面索网快速找形方法钢结构. 2015, 30(9): 1-5+45.

[25] 衣枚玉, 吴杰*张金辉结构健康监测远程数据实时查询与监控系统工业建筑, 2015(S): 1596-1601.

[26] 吕佳吴杰*张其林型钢混凝土结构施工过程时变效应计算同济大学学报(自然科学版), 2013, 41(1): 1-6.EI

[27] 刘俊, 吴杰*罗晓群某高耸结构施工全过程温度效应分析结构工程师, 2013, 29(2): 41-45.

[28] 雷克, 吴杰*张其林玻璃幕墙传热系数计算方法及工程应用土木建筑与环境工程, 2013, 35(2): 66-72.

[29] 吴杰罗晓群*, 张其林大跨度钢斜拉桥施工过程线形控制同济大学学报(自然科学版), 2012, 40(9): 1281-1286.EI

[30] 刘俊, 吴杰*罗晓群高层钢管混凝土结构施工全过程数值模拟土木建筑与环境工程, 2012, 34(5): 50-56.EI

[31] 杨永华, 吴杰单轴对称截面圆弧拱平面外稳定性研究工程力学, 2012, 29(3): 27-32.EI

[32] 刘中华, 吴杰叶翔某网架结构加固处理方案探讨建筑结构, 2011, 41(6): 134-137.

[33] 康澜张其林王忠全, 吴杰任意复杂薄壁截面自由扭转常数的数值计算方法中南大学学报(自然科学版), 2011, 42(5): 1437-1441.EI

[34] 张慎伟张其林罗晓群, 吴杰高层钢结构施工过程时变模型理论与跟踪监测同济大学学报(自然科学版), 2009, 37(11): 1434-1439.EI

[35] 张慎伟张其林罗晓群, 吴杰双向张弦桁架结构施工过程跟踪计算理论与应用西安建筑科技大学学报(自然科学版), 2009, 41(3): 340-345.EI

[36] 张慎伟张其林罗晓群, 吴杰大型复杂钢结构施工过程计算理论与应用同济大学学报(自然科学版), 2009, 37(4): 445-448.EI

 

论著:
[1] 张其林,吴杰 译.《BIM开发——标准、策略和最佳方法》,北京:中国建筑工业出版社,2016.7.


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