学术论文: [1]Shitao Cheng, Jianping Han, Haoxiang He. Experimental, theoretical and numerical studies of damaged RC columns repaired with modified concrete and textile[J]. Construction and Building Materials, 2025: 466: 140328. [2]Shitao Cheng, Haoxiang He, Yang Cheng, et al. Seismic resilience-oriented framework for the optimal repair decision of seismic-damaged structures[J]. Soil Dynamics and Earthquake Engineering, 2025, 190: 109159. [3]Shitao Cheng, Haoxiang He, Hainan Guo, et al. Performance enhancement analysis of seismic-damaged RC columns repaired with fiber-reinforced concrete and carbon textile[J]. Journal of Building Engineering, 2024, 98: 111431. [4]Shitao Cheng, Haoxiang He, Haoding Sun, et al. Rapid recovery strategy for seismic performance of seismic-damaged structures considering imperfect repair and seismic resilience[J]. Journal of Building Engineering, 2024, 82: 108422. [5]Shitao Cheng, Haoxiang He, Bingji Lan. Uniaxial compression test and performance analysis of multi-scale modified concrete[J]. ASCE-Journal of Materials in Civil Engineering, 2024, 36(2): 04023582. [6]Shitao Cheng, Haoxiang He, Yang Cheng, et al. Flexural behavior of RC beams enhanced with carbon textile and fiber reinforced concrete[J]. Journal of Building Engineering, 2023, 70: 106454. [7]Shitao Cheng, Haoxiang He, Yifei Chen, et al. Capacity prediction and crack width calculation of RC beam strengthened with textile and modified concrete[J]. Journal of Building Engineering, 2023, 69: 106261. [8]Shitao Cheng, Haoxiang He, Yifei Chen. Fast damage assessment of seismic-damaged structures based on response deduction and energy dissipation ratio[J]. Measurement, 2022; 202: 111824. [9]Haoxiang He,Shitao Cheng, Yifei Chen. Earthquake damage assessment model based on differential ratio of elastic–plastic dissipated energy[J]. Bulletin of Earthquake Engineering, 2022, 20: 2719-2749. [10]Haoxiang He,Shitao Cheng, Yifei Chen, et al. Compression performance analysis of multi-scale modified concrete based on response surface method[J]. Case Studies in Construction Materials, 2022, 17: e01312. [11]Shitao Cheng, Haoxiang He, Yifei Chen. Performance evaluation and repair strategy of seismic damages to RC structures based on residual deformation[J]. Structure and Infrastructure Engineering, 2025, 21(1): 129-147. [12]Shitao Cheng, Haoxiang He, Shuyu Tian, et al. Compression test of multi-scale modified concrete and application of novel damage variable in concrete performance analysis[J]. Structures, 2022, 46, 1433-1446. [13]Shitao Cheng, Haoxiang He, Bingji Lan. Calculation theory and damage analysis on crack width of RC seismic-damaged columns[J]. Structures, 2021, 34: 3329-3344. [14]程时涛,何浩祥,陈易飞.采用动力响应推演及耗能差率的震损结构损伤演变快速评估[J].振动工程学报, 2023,36(01): 20-31. [15]何浩祥,程时涛,廖李灿.考虑残余变形的震损框架结构性能评估及维修优化策略[J].振动工程学报, 2022,35(01): 23-33. [16]程时涛,何浩祥,王峥,陈旺,等.基于新型损伤变量的多尺度改性混凝土性能分析及评定[J].应用基础与工程科学学报, 2023,31(03): 752-766. [17]程时涛,何浩祥,吴山,陈易飞.震损钢混柱的裂缝宽度计算理论及性能分析[J].振动、测试与诊断, 2023,43(04): 809-816+836. [18]程时涛,何浩祥,程扬,高晓建.纤维增强混凝土及碳纤维网修复震损RC柱的抗震性能试验及理论研究[J].建筑结构学报, 2025, 46(01): 134-146. [19]程时涛,何浩祥,程扬,田书宇.纤维编织网及改性混凝土增强RC梁性能分析和裂缝宽度计算[J/OL].工程力学, 1-15. [20]程时涛,何浩祥,程扬,曹青.基于非完美维修和韧性提升理念的震损结构性能恢复策略[J/OL].工程力学, 1-16. |