[1] He X, Yam MCH, Zhou Z, Zayed T, Ke K. Inhomogeneity in mechanical properties of ductile iron pipes: A comprehensive analysis. Engineering Failure Analysis. 2024:108459.
[2] He X, Ke K, Zhou X. Closed-form design solutions for parallelogram hollow structural sections under bending scenarios. J Constr Steel Res. 2023;207:107934.
[3] He X, Yam MC, Ke K, Zhou X, Zhang H, Gu Z. Behaviour insights on damage-control composite beam-to-beam connections with replaceable elements. Steel Compos Struct. 2023;46:773.
[4] He X, Chen Y, Ke K, Shao T, Yam MCH. Development of a connection equipped with fuse angles for steel moment resisting frames. Eng Struct. 2022.
[5] He X, Ke K, Chen Y, Yam MCH, Shao T. An experimental study of steel-concrete composite connections equipped with fuse angles. J Constr Steel Res. 2022;195:107357.
[6] He X, Ke K, Guo L, Yam MCH, Wang Z. A replaceable fuse steel-concrete composite connection: Force transfer mechanism and design considerations. J Constr Steel Res. 2021;183:106760.
[7] He X, Chen Y, Eatherton MR, Shao T. Experimental evaluation of replaceable energy dissipation connection for moment-resisting composite steel frames. J Struct Eng. 2018;144:04018042.
[8] Hu S, Alam MS, Zhang Y, Ding Z, He X. Partially self-centering braces with NiTi- and Fe-SMA U-shaped dampers. Thin-Walled Struct. 2024;197:111605.
[9] Zhang H, Zhou X, Ke K, Yam MCH, He X, Li H. Self-centring hybrid-steel-frames employing energy dissipation sequences: Insights and inelastic seismic demand model. J Build Eng. 2023;63:105451.
[10] Zhou Z, Chen Y, Yam MCH, Ke K, He X. Experimental investigation of a high strength steel frame with curved knee braces subjected to extreme earthquakes. Thin-Walled Struct. 2023;185:110596.
[11] Zhang Z-X, Ping Y, He X. Self-Centering Shape Memory Alloy-Viscoelastic Hybrid Braces for Seismic Resilience. Materials. 2022;15:2349.
[12] 贺修樟, 陈以一. 下翼缘组件可更换框架组合梁的设计方法及验证. 建筑结构学报. 2020;41:1-13.
[13] 周泽宇, 贺修樟, 陈以一. 配置可更换弧形角撑的钢框架结构振动台试验研究. 建筑结构学报. 2021:1-13.
[14] 陈以一, 贺修樟. 配置可更换角钢连接构造的钢框架试验研究. 钢结构(中英文). 2020;35:1-16.
[15] 陈以一, 贺修樟, 柯珂, 陈越时. 可更换损伤元结构的特征与关键技术. 建筑结构学报. 2016;37:1-10.
[16] 陈以一, 柯珂, 贺修樟, 刘志瑞. 配置耗能梁的复合高强钢框架抗震性能试验研究. 建筑结构学报. 2015;36:1-9.
[17] 陈以一, 程欣, 贺修樟. 薄柔截面构件屈曲铰及钢框架破坏机构分析. 建筑结构学报. 2014:109-15.
[1] Zeyu Zhou, Yiyi Chen, Michael Yam, Xiuzhang He, Ke Ke. Shaking table tests of a high strength steel frame with curved knee braces under pulse-like earthquakes. ASEM23, Seoul, Korea; 2023.
[2] He X, Chen Y. Seismic behavior of a hybrid moment-resisting frame with replaceable energy dissipation angles. The 10th International Conference on the Behaviour of Steel Structures in Seismic Areas, Timisoara, Romania; 2022.
[3] He X, Chen Y. Replaceable composite connections with damage restricted to the angles at the bottom flange. 31st KKHTCNN, Kyoto, Japan; 2018
[4] He X, Shao T, Chen Y. Investigation of a replaceable energy dissipation device for earthquake resistant steel frames. EASEC-14, Ho Chi Minh City, Vietnam; 2016
[5] Chen Y, Shao T, He X. Study on steel H-beams with replaceable energy dissipation angle. The 8th International Symposium on Steel Structures. Jeju, Korea; 2015.
[6] Ke K, He X, Chen Y. An Approach for Evaluating the Damage-Control Behavior of Steel Frames with Buckling Restrained Braces Based on Energy Balance Concept. Proceedings of STESSA, Shanghai; 2015.
[1] 贺修樟, 陈以一. 下翼缘配置可更换角钢的钢框架振动台试验研究. 上海. 同济大学钢与轻型结构研究室; 2019.
[2] Szabo TA, Eatherton MR, He X, Murray TM. Study of a twelve bolt extended stiffened end-plate moment connection. Virginia Tech; 2017.
[3] 贺修樟, 陈以一. 可更换耗能梁试验. 同济大学钢与轻型结构研究室; 2017.