1. Xie L Q, Wu J*, Zhang J Y, Liu C Y. Experimental study of mechanical properties of beam-column joint of a replaceable energy-dissipation connector-precast concrete frame [J]. Journal of Building Engineering, 2021, 43: 102588. (SCI/EI,Q1) 2. Xie L Q, Wu J*, Zhang J Y, Liu C Y. Experimental study on mechanical behavior of replaceable energy dissipation connectors for precast concrete frames [J]. Structures, 2021, 33: 3147-3162. (SCI/EI,Q2) 3. Xie L Q, Wu J*, Huang Q. Experimental Study on Low-Cycle Fatigue Performance of Weld-Free Buckling-Restrained Braces [J]. Journal of Earthquake Engineering, 2018, 22(8): 1392-1414.(SCI/EI, Q1) 4. 谢鲁齐; 吴京*; 章锦洋; 刘晨昱. 基于可更换耗能连接的装配式混凝土梁柱节点力学性能试验研究 [J], 东南大学学报(自然科学版), 2021, 51(1):1-8.(EI) 5. 谢鲁齐; 吴京*; 章锦洋; 刘晨昱. 可更换耗能连接力学机理及变形性能研究 [J], 工程力学, 2020, 37(6): 186-195.(EI,高PCSI论文,高被引论文) 6. Xie L Q, Wu J*, Shi J H, et al. Influence of the Core-Restrainer Clearance on the Mechanical Performance of Sandwich Buckling-Restrained Braces [J]. Advanced Steel Construction, 2020, 16(1): 37-46. (SCI) 7. Xie L Q, Wu J*, Huang Q, et al. Analysis of the Seismic Demand of High-Performance Buckling-Restrained Braces under a Strong Earthquake and its Aftershocks [J]. Advances in Civil Engineering, 1482736, 2019.(SCI) 8. Zhu Y, Wu J, Xie L, et al. Single-side yielding precast concrete slotted beam-column connection with replaceable energy dissipation bars: Experimental investigation and finite element analysis[J]. Journal of Building Engineering, 2023, 65: 105668. (SCI/EI, Q1) 9. Zhang J Y, Wu J*, Xie L Q, Li C Y, Zhu Y Q. Precast concrete column base with replaceable energy dissipation connectors: Quasi-static tests and numerical research [J], Earthquake Engineering & Structural Dynamics, 2022, 51(5): 1038-1057. (SCI/EI, Q1) 10. 章锦洋, 吴京*, 谢鲁齐, 李春雨, 朱云青. 基于可更换耗能连接的装配式混凝土柱脚抗震性能试验研究 [J], 建筑结构学报, 2022, 43(11):51-62. (EI) 11. Zhu Y Q, Wu J*, Xie L Q. Experimental investigation on hysteretic performance and deformation patterns of single-side yielding precast concrete beam-column connection with energy dissipation bars [J], Engineering Structures, 2021, 245: 112841.(SCI/EI, Q1) 12. Liu C Y, Wu J*, Xie L Q. Seismic performance of buckling-restrained reduced beam section connection for steel frames [J]. Journal of Constructional Steel Research, 2021, 181, 106622. (SCI/EI, Q2) 13. Tong C, Wu J*, Hua K, Xie, L Q. Low-Cycle Fatigue Life Estimation Curve for Buckling-Restrained Braces Based on Cumulative Plastic Deformation [J]. Journal of Earthquake Engineering, 2022, 26(6): 2773-2801. (SCI/EI, Q1) 14. Xie L Q, Wu J*, Tong C, Li C Y. Basic Theory and Mechanical Property on a New Type of Replaceable Energy Dissipation Connector [C], the Ninth International Conference on Advances in Steel Structures (ICASS 2018), Hong Kong, China. 15. Xie L, Wu J*, Li C, Tong C. Analysis on Fabricated Concrete Frame with Replaceable Energy Dissipation Connectors [C], IABSE Symposium Report. International Association for Bridge and Structural Engineering, 2017, 109(39): 1797-1802. 16. 谢鲁齐, 吴京*, 黄卿. 强震及其余震对屈曲约束支撑性能需求的影响 [C]. 第26届全国结构工程学术会议论文集(第Ⅲ册), 2017, 257-260.
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