专著                                                                                                                                                                 

[1] 赵宪忠，闫伸. 《空间结构连续性倒塌机制与设计对策》，中国建筑工业出版社，2018，ISBN 978-7-112-23027-3.

代表性国际期刊论文                                                                                                                                            

[34] Lyu J, Yan S*, Zhao X, Chen X, Wu X, Xu X, Gao F. (2024). Behaviour of in-service CHS gap K-joints strengthened with external stiffeners. Thin-Walled Structures, 200, 111897.

[33] Yan S*, Geng D, Dai N, Long M, Bai Z. (2024). A simplified method for the stress analysis of underground transfer structures crossing multiple subway tunnels. Computer Modeling in Engineering & Sciences, 139(3), 2893-2915.

[32] Zhao X, Xu Z, Yan S*. (2024). Collapse-resisting mechanism and damage propagation pattern of suspended-domes following sudden cable loss. Journal of Constructional Steel Research, 213, 108338.

[31] Xu Z*, Yan S. (2023). Progressive-collapse mechanism of suspended-dome structures subjected to sudden cable rupture. Buildings, 13, 1533.

[30] Lyu J, Yan S*, He S, Zhao X, Rasmussen K. (2023). Mechanical model for the full range behaviour of bolted T-stubs. Journal of Constructional Steel Research, 200, 107652.

[29] Yan S, Lyu J, Wu A*. (2022). Buckling resistance of steel circular tubes strengthened by welding cover plates. Journal of Constructional Steel Research, 199, 107631.

[28] Zhao X, Lyu J, Yan S*, Chen X, Wu X, Xu X, Gao F. (2022). Performance evaluation of axial-loaded circular steel tubes strengthened by welding under service load. Engineering Structures, 271, 114948.

[27] Wan W, Yan S*, Zhang H, Rasmussen K. (2022). A generalised component method for bolted angle connections. Journal of Constructional Steel Research, 198, 107530.

[26] Zhao X, Wen F, Yan S*. (2022). Behavior of multi-steel reinforced concrete columns with encased steel H-sections. Engineering Structures, 264, 114463.

[25] Liu X, Yan S*, Rasmussen K, Deierlein G. (2022). Experimental investigation of the effect of Lode angle on fracture initiation of steels. Engineering Fracture Mechanics, 271, 108637.

[24] Liu X, Yan S*, Rasmussen K, Deierlein G. (2022). Verification of void growth-based exponential damage function for ductile crack initiation over the full range of stress triaxialities. Engineering Fracture Mechanics, 269, 108571. 

[23] Yan S*, Rasmussen K. (2021). Generalised Component Method-based finite element analysis of steel frames. Journal of Constructional Steel Research, 187, 106949.

[22] Zhao X, He S, Yan S*. (2021). Full-range behaviour of T-stubs with various yield line patterns. Journal of Constructional Steel Research, 186, 106919.

[21] Yan S*, Jiang L, Rasmussen K, Zhang H. (2021). Full-range behaviour of top-and-seat angle connections. Journal of Structural Engineering, 147(1), 04020308.

[20] Yan S, Zhao X*, He P. (2020). Ductility and fracture models of G20Mn5 cast steel. Journal of Constructional Steel Research, 175, 106363.

[19] Ren C, Zhang P, Yan S, Dai L*. (2020). Analysis and design of cold-formed steel storage rack uprights under localised fires. Structures, 27, 2082-95

[18] Wang C, Zhang H, Rasmussen K, Reynolds J, Yan S*. (2020). System reliability-based limit state design of support scaffolding systems. Engineering Structures, 216, 110677.

[17] Yan S*, Rasmussen K, Jiang L, Zhu C, Zhang H. (2020). Experimental evaluation of the full-range behaviour of steel beam-to-column connections. Advanced Steel Construction, 16(1), 77-84.

[16] Yan S*, Jiang L, Rasmussen K. (2020). Full-range behaviour of double web angle connections. Journal of Constructional Steel Research, 166, 105907.

[15] Yan S*, Rasmussen K, Liu X, Dai L, Zhao X. (2019). Behaviour of H-section purlin connections in resisting progressive collapse of roofs. Engineering Structures, 201, 109849.

[14] Zhu C, Rasmussen K, Yan S*, Zhang H. (2019). Experimental full-range behaviour assessment of bolted moment end-plate connections. Journal of Structural Engineering, 145(8), 04019079.

[13] Liu W, Zhang H, Rasmussen K, Yan S*. (2019). System-based limit state design criterion for 3D steel frames under wind loads. Journal of Constructional Steel Research, 157, 440-49.

[12] Yan S, Zhao X*, Rasmussen K, Zhang H. (2019). Identification of critical members for progressive collapse analysis of single-layer latticed domes. Engineering Structures, 188, 111-20.

[11] Sena Cardoso F, Zhang H, Rasmussen K, Yan S*. (2019). Reliability calibrations for the design of cold-formed steel portal frames by advanced analysis. Engineering Structures, 182, 164-71. 

[10] Zhu C, Rasmussen K, Yan S*. (2019). Generalised Component Model for Structural Steel Joints. Journal of Constructional Steel Research, 153, 330-42.

[9] Liu J, Yan S, Zhao X*. (2018). Simulation of fracture of a tubular X-joint using a shear-modified Gurson-Tvergaard-Needleman model. Thin-Walled Structures, 132, 120-35.

[8] Yan S, Zhao X*, Chen Y, Xu Z, Lu Y. (2018). A new type of truss joint for prevention of progressive collapse. Engineering Structures, 167, 203-13.

[7] Yan S, Zhao X*. (2018). A fracture criterion for fracture simulation of ductile metals based on micro-mechanisms. Theoretical and Applied Fracture Mechanics, 95, 127-42.

[6] Yan S, Zhao X*, Wu A. (2018). Ductile fracture simulation of constructional steels based on yield-to-fracture stress-strain relationship and micro-mechanism based fracture criterion. Journal of Structural Engineering, 144(3), 04018004.

[5] Tong X*, Gao S, Liu S, Ye Z, Chen P, Yan S, Zhao X, Du L, Liu X, Luan K. (2017). Monitoring a progressive collapse test of a spherical lattice shell using high-speed videogrammetry. The Photogrammetric Record, 32(159), 230-54.

[4] Yan S, Zhao X*, Lu Y. (2017). Collapse-resisting mechanisms of planar trusses following sudden member loss. Journal of Structural Engineering, 143(9), 04017114.

[3] Zhao X*, Yan S, Chen Y, Xu Z, Lu Y. (2017). Experimental study on progressive collapse-resistant behavior of planar trusses. Engineering Structures, 135, 104-16.

[2] Zhao X*, Yan S, Chen Y. (2017). Comparison of progressive collapse resistance of single-layer latticed domes under different loadings. Journal of Constructional Steel Research, 129, 204-14.

[1] Zhao X*, Yan S, Xu Z, Wu A. (2015). Research and application of beam string structures. Structural Engineering International - Journal of IABSE, 25(1), 26-33. 

代表性国内期刊论文                                                                                                                                                  

[6] 赵宪忠，许晓旭，闫伸*. (2024). 考虑轴力与底板约束的埋入式钢柱脚刚度模型. 哈尔滨工业大学学报，56(2)，18-27.

[5] 夏柳，武伟超*，潘艾刚，王亚飞，王强，闫伸. (2023). 单点及三点阵列毁伤模式对钢筋混凝土梁的毁伤效能比较. 兵工学报，44(12)，3851-3861.

[4] 赵宪忠*，闫伸，陈以一，林颖儒. (2017). 沈阳文化艺术中心单层折板空间网格结构整体模型试验研究. 建筑结构学报，38(1)，42-51.

[3] 赵宪忠*，闫伸，陈以一. (2016). 空间网格结构连续性倒塌试验研究. 建筑结构学报，37(6)，1-8.

[2] 赵宪忠*，闫伸，陈以一. (2013). 大跨度空间结构连续性倒塌研究方法与现状. 建筑结构学报，34(4), 1-14.

[1] 赵宪忠，徐祥斌*，闫伸，王彬，陈以一，范重，彭翼，李丽. 空间复杂钢管节点试验研究. 工程力学，27(S2)，207-11.