| 【近年来代表性论文】 [1]Yun Xu, Mingliang Zhu, Shichang Zhang. Research on static performance of Mortise-Tenon connection for modular steel construction. International Journal of Civil Engineering, 2025. [2]Jiang Cao, Mingliang Zhu, Jin Wang, Shilin Dong. Prestress multi-objective optimization method of the large opening cable dome with rigid inner ring. International Journal of Space Structures, 2025. [3]Jin Wang, Mingliang Zhu, Zhiwei Miao.Two-stage physics-informed deep neural networks framework for form-finding of tensegrity structures. Computer-Aided Design, 2025, 103898. [4]Zhu M, Jin Z, Yu B, et al. Experimental and numerical studies on mechanical properties of high-strength steel tubular disk-lock scaffold. KSCE Journal of Civil Engineering, 2025: 100292. [5]Jin Wang, Mingliang Zhu, Zeyun Jin. Efficient prestress optimization of suspen-dome structures using NSGA-III and machine learning-based surrogate models. International Journal of Advanced Steel Construction, 2025. [6]Zhu M, Wang J, Guo J. Physics-informed neural networks for displacement control of cable domes. Structures, 2025, 73: 108522. [7]Zhu M, Wang J, Hu X, et al. Machine learning-based multi-objective prestress optimization framework of suspend dome structure and case study. Engineering Structures, 2025, 322: 118987. [8]Zhu M, Hu X, Wang J, et al. A machine learning-based force-finding method for suspend dome structures and case study. Journal of Constructional Steel Research, 2025, 226: 109253. [9]Zhu M, Wang J, Guo J. Physics-informed radial basis networks for force finding of cable domes. Thin-Walled Structures, 2025, 206: 112675. [10]Peng Y, Zhu M, Hu X. Experimental investigation of aluminum-timber connections with inclined self-tapping screws. Advances in Structural Engineering. 2024: 13694332251319098. [11]M Zhu, W Xu, W Ma. A novel prestress design method for cable-strut structures with Grey Wolf-Fruit Fly hybrid optimization algorithm.Structures, 2024, 67, 106932. [12]Y He, J Guo, Y Zhao, M Zhu, Z Jiang. Prestress analysis and geometry optimization for conical cable domes with zero Gaussian curvature. Thin-Walled Structures, 2024, 196, 111555. [13]Y He, J Guo, H Ping, M Zhu, et al. Boosting tree with bootstrap technique for pre-stress design in cable dome structures. Thin-Walled Structures, 2024, 112611. [14]Y Liu, Z Miao, L Hogan, M Zhu, Y Lu. A new prediction model for residual deformation capacity of corroded steel bars. Engineering Structures, 2024, 318, 118739. [15]Y Liu, Z Miao, H Yuan, X Geng, L Hogan, M Zhu. Experimental study of tensile behaviour of rebars with simulated pitting corrosion. Construction and Building Materials, 2024, 445, 137952. [16]Y Lin, D Guan, Z Guo, M Zhu, H Yang. Seismic performance on PSPC beam-Concrete encased CFST column frame with a built-in reduced beam section,Case Studies in Construction Materials, 2024, 21, e03966. [17]朱明亮, 张步宽, 夏杰, 郭正兴. 杭州世纪中心西天窗索夹抗滑移试验研究. 建筑结构,2024,54(7): 107-112. [18]M Zhu, W Ma,Y Peng, et al. Improved fruit-fly optimization algorithm for force-finding of cable dome structures. Structures, 2023. [19]M Zhu, Y Peng, W Ma, et al. Artificial neural network-aided force finding of cable dome structures with diverse integral self-stress states-framework and case study. Engineering Structures, 2023,285. [20]朱明亮, 彭逸凡, 曹江, 于相平, 郭正兴. 厦门新体育场车辐式索桁结构预应力施工全过程分析. 钢结构(中英文), 2023, 38(5), 1-21. [21]廖春生, 陈维, 朱明亮, 等. 第三代核电站超大吨位预应力束应力均布关键技术. 原子能科学技术, 2023, 57(S1): 129-138. [22]朱明亮, 郭正兴, 罗斌, 等. 基于课堂教学-虚拟仿真-案例分析的土木工程施工课程教学方法改革与实践. 昆明理工大学学报(社会科学版), 2018. [23]M Zhu, J Lu, Z Guo, et al. Vector form intrinsic finite element analysis of the construction process of cable–strut–beam steel structures. Advances in Structural Engineering, 2016, 19(7): 1153-1164.. [24]J Guo, M Zhu. Negative Gaussian curvature cable dome and its feasible prestress design. Journal of Aerospace Engineering 29 (3), 04015077. [25]M Zhu, X Chen, Z Guo. Construction analysis on integral lifting of steel structure by the vector form intrinsic finite element. Journal of Southeast University(English Edition), 2016,32(4):451-456. [26]朱明亮, 郭正兴. 基于向量式有限元的大跨度钢结构施工力学分析方法研究. 湖南大学学报(自然科学版), 2016, 43(3): 55-61. [27]朱明亮, 陆金钰, 郭正兴.新型环箍穹顶全张力结构局部断索抗连续倒塌性能分析.东南大学学报(自然科学版), 2016, 46(5): 1057-1062. [28]M Zhu, S Dong, X Yuan. Failure Analysis of a Cable Dome Due to Cable Slack or Rupture. Advances in Structural Engineering, 2013.
[29]朱明亮, 董石麟. 向量式有限元在索穹顶静力分析中的应用 . 工程力学,2012, 29 (8), 236-242. [30]朱明亮, 董石麟. 新型索承叉筒网壳结构的形体、分类与受力特性研究. 空间结构, 2012, 18(2):3-13.
【专著】 [1] 朱明亮,罗斌,郭正兴. 苏州奥林匹克体育中心索网结构分析与施工[M]. 北京:建筑工业出版社,2018. [2] 朱明亮. 新型弦支叉筒结构体系研究[M]. 南京:东南大学出版社,2015. |