1.论文
(1)吴亚杰, 宁雨欣, 谢启芳, 张利朋, 王明谦. 十字木枋支承柱脚节点空间受力性能及损伤研究[J]. 建筑结构学报, 2025, 46(4): 153-164.
(2)吴亚杰, 孟威, 王燚, 许阳, 谢启芳, 张利朋. 基于纤维梁柱单元的古建筑木柱空间受力分析模型[J]. 西安建筑科技大学学报(自然科学版), 2024, 56(5): 723-729.
(3)吴亚杰, 谢启芳*, 林和寿, 王磊, 张利朋. 多层古建筑木结构柱脚节点力学性能研究[J]. 工程力学, 2024, 41(8): 201-210.
(4)吴亚杰, 林和寿, 谢启芳*, 王磊,张利朋. 普拍枋对古建筑木柱侧向性能影响[J]. 建筑结构学报, 2023, 44(11): 170-180.
(5)吴亚杰, 宋晓滨. 传统多高层楼阁式木塔摇摆侧剪行为分析[J]. 土木与环境工程学报(中英文), 2022, 44(2): 107-118.
(6)吴亚杰, 谢启芳*, 张毅, 杨会峰. 胶合木梁-柱摩擦型节点滞回性能研究[J]. 建筑结构学报, 2022, 43(8): 65-75.
(7)吴亚杰, 宋晓滨*, 顾祥林. 基于摇摆与剪切抗侧协同工作机制的斗栱节点侧向荷载-位移模型[J]. 建筑结构学报, 2022, 43(3): 197-202, 211.
(8)吴亚杰, 宋晓滨*, 顾祥林. 基于摇摆与剪切协同的柱脚叉接木框架抗侧荷载-位移曲线模型[J]. 土木工程学报, 2021, 54(12): 32-40.
(9)吴亚杰, 宋晓滨*, 蒋海燕, 顾祥林. 钢-木屈曲约束支撑增强胶合木框架抗侧性能试验研究[J]. 建筑结构学报, 2021, 42(7): 38-46.
(10)宋晓滨*, 李凯, 吴亚杰, 罗烈, 顾祥林, 金良程, 陈飞明, 刘晓, 窦晓静. 传统楼阁式木塔施工期性能监测和模拟研究[J]. 建筑结构学报, 2021, 42(3): 202-210.
(11)宋晓滨, 吴亚杰, 罗烈*, 顾祥林. 传统楼阁式木结构塔振动台试验研究[J]. 建筑结构学报, 2017, 38(2):10-19.
(12)宋晓滨*, 吴亚杰, 罗烈, 顾祥林. 传统楼阁式木塔抗震性能研究[J]. 土木工程学报, 2016, 49(S2): 91-95, 102.
(13)宋晓滨, 吴亚杰, 顾祥林*, 姜英敏. 带纵缝木梁抗弯承载力及修复方法研究[J]. 同济大学学报(自然科学版), 2015, 44(4):528-535.
(14)Wu Y J, Zhang X Y, Xie Q F*, Zhang L P. Evaluation of seismic performance of traditional heavy timber frames with different types of column foot joints[J]. Journal of Building Engineering, 2025: 112123.
(15)Xie Q F, Yuan H, Wu Y J*, Chang W S, Guo P Y. Spatial mechanical behavior and damage of traditional timber frames by fiber-based modelling of crossed floor beam-column joints[J]. Journal of Building Engineering, 2025, 101: 111832.
(16)Wu Y J, Meng W, Chang W S, Xie Q F*, Zhang L P. Spatial rotational behaviour of intact and damaged column foot joints: numerical modelling[J]. Proceedings of the Institution of Civil Engineers-Engineering History and Heritage, 2024, 177(3): 74-82.
(17)Wu Y J, Liu C, Xie Q F*, Zhang L P, Zhang T W, Ou J J. Performance degradation by column foot damage: From column foot joints to frames[J]. Engineering Structures, 2023, 294: 116791.
(18)Wu Y J, Lin H S, Wang L, Xie Q F*, Zhang L P. Lateral performance of mortise-tenon jointed frames in multi-story traditional heavy timber structures: Mechanism and quantification[J]. Engineering Structures, 2023, 288: 116218.
(19)Wu Y J, Liu C, Wang L, Xie Q F*, Zhang L P. Seismic performance of stone supported traditional timber frames with or without cap beams[J]. Journal of Building Engineering, 2023, 70: 106395.
(20)Wu Y J, Meng W, Wang M Q, Xie Q F*, Zhang L P, Lu W J. Numerical Modelling of Traditional Timber Columns Resting on Stone Bases[J]. International Journal of Architectural Heritage, 2023, 18(9): 1347–1358.
(21)Wu Y J, Lin H S, Wang L, Xie Q F*, Zhang L P. Influence of support interface on the lateral performance of rocking columns in traditional Chinese timber structures[J]. Structures, 2023, 48: 2037-2047.
(22)Wu Y J, Song X B*. Semi-mechanism-based hysteretic model for traditional heavy timber frames with forked column foot joints and various wood panel infill[J]. Engineering Structures, 2022, 267: 114708.
(23)Wu Y J, Xie Q F*, Lin H S, Yang H F. Seismic behavior of variable friction timber dampers: Experimental and numerical investigation[J]. Journal of Building Engineering, 2022, 53: 104591.
(24)Wu Y J, Wang L, Lin H S, Zhang L P, Xie Q F*. Effect of shear force on the rotational performance of straight mortise-tenon joints[J]. Structures, 2022, 41: 501-510.
(25)Song X B, Wu Y J, Jiang H Y, Chen T*. Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings[J]. Journal of Structural Engineering, 2022, 148(3): 04021293.
(26)Wu Y J, Xie Q F*, Zhang Y, Yang H F. Rotational performance of frictional glulam beam-to-column connections with shape memory alloy strips[J]. Journal of Building Engineering, 2022, 45: 103520.
(27)Wu Y J, Song X B*, Ventura C, Lam F. Rocking effect on seismic response of a multi-story traditional timber pagoda model[J]. Engineering Structures, 2020, 209: 110009.
(28)Wu Y J, Song X B*, Ventura C, Lam F. Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures[J]. Journal of Structural Engineering, 2020, 146(5): 04020062.
(29)Song X B, Wu Y J, Li K., Chen F M, Liu X, Dou X J. Mechanical behavior of a Chinese traditional timber pagoda during construction[J]. Engineering Structures, 2019, 196: 109302.
(30)Song X B, Li K., Crayssac E, Wu Y J. Lateral performance of traditional heavy timber frames with mortise-tenon joints retrofitted using self-tapping screws[J]. Journal of Structural Engineering, 2018, 144(10): 04018187.
(31)Wu Y J, Song X B*, Li K. Compressive and racking performance of eccentrically aligned dou-gong connections[J]. Engineering Structures, 2018, 175: 743-752.
(32)Crayssac E, Song X B*, Wu Y J, Li K. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill[J]. Engineering Structures, 2018, 161: 223-230.
(33)Wu Y J, Song X B*, Gu X L, Lie L. Dynamic performance of a multi-story traditional timber pagoda[J]. Engineering Structures, 2018, 159: 277-285.
(34)Song X B, Jiang Y M, Gu X L, Wu Y J. Load-carrying capacity of lengthwise cracked wood beams retrofitted by self-tapping screws[J]. Journal of Structural Engineering, 2017, 143(6): 04017021.
(35)Song X B, Wu Y J, Jiang R. Compressive capacity of longitudinally cracked wood columns retrofitted by self-tapping screws[J]. Journal of Zhejiang University-SCIENCE A, 2015, 16(12): 964-975.
(36)Song X B, Wu Y J, Gu X L*, Chen C. Bond behaviour of reinforcing steel bars in early age concrete[J]. Construction and Building Materials, 2015, 94: 209-217.
2.专利
(1)吴亚杰, 林和寿, 谢启芳, 张毅, 张利朋. 一种形状记忆合金棒和空心螺杆连接的正交胶合木支撑. 专利号: ZL 2021 1 0373045.3
(2)吴亚杰, 林和寿, 谢启芳, 张利朋, 王磊. 一种SMA预应力筋增强的多层传统木结构柱及其增强方法. 专利号: ZL 2022 1 0794040.2