金属材料本构与断裂

钢结构节点与体系

钢结构抗倒塌

钢结构加固改造

结构智能设计

结构智能计算

[1] 国家自然科学基金面上项目，钢框架梁柱节点动态响应机理与节点动力组件法，52578232，项目负责人，2026.01-2029.12

[2] 国家自然科学基金面上项目，基于标准断裂判据与全程组件法的钢框架节点与钢框架结构极限状态预测方法，52178152，项目负责人，2022.01-2025.12

[3] 国家自然科学基金青年项目，基于细观机制的建筑用铸钢材料断裂模型与铸钢节点失效机理，51708417，项目负责人，2018.01-2020.12

[4] 国家重点研发计划项目“高效能标准化钢结构体系与应用关键技术”课题“基于轧制型材的钢结构构件及节点标准化关键技术研究”，2022YFC3801902，子课题负责人，2022.11-2026.10

[5] 国家重点研发计划项目“多灾害及其耦合作用下的城市工程系统韧性评估理论及方法研究”课题“多灾害耦合作用下基础设施单体致灾机理与韧性评价”，2022YFC3803002，子课题负责人，2022.11-2026.10

[6] 上海市机械施工集团有限公司，浦东机场T3航站楼飞鸟柱铸钢节点试验，项目负责人，2025.10-2026.05

[7] 宝山钢铁股份有限公司，高强钢货架立柱承载性能及工程应用研究，项目负责人，2023.11-2025.01

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                                                                                                                                          

[40] Yan S*, Ma T, Xiao W, Zhao X. (2026). A modified full-range model for T-stubs based on four failure mode classification. Journal of Constructional Steel Research, 242, 110330.

[39] Yan S, Lyu J, Zhao X*. (2026). Behaviour of welding-strengthened CHS steel members inside an actual space structure. Engineering Structures, 349, 121851.

[38] Yan S, Wei Y, Zhao X*. (2025). Full-range strain-dependent dynamic increase factor (DIF) model for Q355 steel. Journal of Constructional Steel Research, 235, 109821.

[37] Wang J, Yan S*, Yin Z. (2025). Full-range behavior of bolted connections with oversized holes. Journal of Constructional Steel Research, 234, 109692.

[36] Lyu J, Yan S*, Zhao X. (2025). Behaviour of CHS X-joints stiffened with external in-plane stiffeners and design equations. Journal of Constructional Steel Research, 232, 109645.

[35] Zhou J, Yan S*, Rasmussen K, Zhang H, Deierlein G. Ductile fracture simulation of shear-out strength behaviour and design equations of bolted lap joints. Journal of Structural Engineering, 2025, 151(9), 04025134. 

[34] Yan S, Wen F, Zhao X*, Chen Y. (2025). Seismic behaviour of SRC columns with high encased steel ratio. Steel and Composite Structures, 54(2), 157-174.

[33] Yan S, Geng D*, Dai N, Long M, Bai Z. (2025). An improved dual shear unified strength model (IDSUSM) considering strain softening effect. International Journal of Damage Mechanics, 34(2), 213-235.

[32] Zhao X, Wang C, Yan S*, Guo X, Zhang H. (2025). Reliability-based capacity safety factor for G20Mn5 cast steel joints. Engineering Structures, 323, 119237.

[31] Zhou J, Yan S*, Rasmussen K, Zhang M. (2025). Test-and-FE-based method for obtaining complete stress-strain curves of structural steels including fracture. Journal of Constructional Steel Research, 224, 109095.

[30] Zhao X, Lyu J, Xu X, Yan S*. (2024). Flexural behaviour of shallow-embedded steel column bases. Engineering Structures, 318, 118738.

[29] Zhou J, Rasmussen K, Yan S*, Deierlein G, Zhang H. (2024). Generalised component method for bolted bearing type connections incorporating block shear failure. Journal of Constructional Steel Research, 220, 108849.

[28] Zhou J, Yan S*, Zhang H, Rasmussen K, Deierlein G. (2024). Generalised component method for bolted bearing type connections. Steel Construction, 17(4), 173-185.

[27] 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.

[26] 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.

[25] 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.

[24] 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.

[23] 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.

[22] 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.

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

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

[19] 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.

[18] 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. 

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

[16] 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.

[15] 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.

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

[13] 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.

[12] 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.

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

[10] 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.

[9] 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.

[8] 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.

[7] 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.

[6] 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. 

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

[4] 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.

[3] 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.

[2] 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.

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

代表性国内期刊论文                                                                                                                                          

[4] 赵宪忠，李明，陈以一，闫伸*. (2025). 平面K型圆钢管搭接节点极限承载力公式研究. 建筑钢结构进展，27(12)，20-29.

[3] 闫伸，张孟尧，周景升，赵宪忠*. (2025). 结构钢材颈缩后真应力-应变关系模型. 工程力学，(网络首发）.

[2] 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.

[1] 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.

[3] 赵宪忠，何育臻，闫伸，刘金杉，程博. 一种混凝土坍落扩展度的测量方法，CN 2023 1 0057011.2.

[2] 赵宪忠，闫伸，徐振宇. 防止桁架结构发生连续性倒塌的可滑动摩擦型连接节点，CN 2014 1 0003749.1.

[1] 闫伸，赵宪忠，陈以一. 结构连续性倒塌实验结构构件初始破断通用装置，CN 2013 1 0082342.8.