1. Yinlan Shen, Ruodan Dong, Ziyang Nie , et al.Connection and seismic performance of a hybrid steelcross-laminated timber wall system. Journal of Building Engineering, 2026,120: 115322
2. Yinlan Shen, Ziyang Nie , Shijie Xiang ,et al. Hysteretic behavior of bracket connection in hybrid steel–cross laminated timber(CLT) wall based on Pivot model simulation[J].Structures, 2025, 73:108419
3. Yinlan Shen, Shijie Xiang, Ziyang Nie, et al. Lateral Resistance Performance Investigation
of Timber Frames in Traditional Chinese Village Dwellings. International Journal of Architectural Heritage, 2026, 2615767
4. Yinlan Shen, Hongyu Jia, Yanyang Zhao, et al.The cyclic tensile performance of an annular dissipative connector for CLT structures[J].Structures, 2024, 69:107342
5. Yinlan Shen, Xingchen Yan, Hongyu Jia, et al. Experimental evaluation of the out-of-plane behavior of a traditional timber frame with mud and rubble infill wall strengthened by a polypropylene band mesh on one side[J]. Structures,2023, 58: 105392.
6. Yinlan Shen, Xingchen Yan, Hui Liu, et al. Enhancing the In-Plane Behavior of a Hybrid Timber Frame–Mud and Stone Infill Wall Using PP Band Mesh on One Side. Polymers 2022, 14, 773.
7. Guofang Wu, Liangliang Huo, Yinlan Shen*,et al. The Effect of the Bearing Width on the Buckling Capacity of Partially Loaded CLT Member. Buildings, 2022, 12, 84.
8. Yinlan Shen, Schneider J, Tesfamariam S, et al. Cyclic behavior of bracket connections for cross-laminated timber (CLT): Assessment and comparison of experimental and numerical models studies[J]. Journal of Building Engineering, 2021, 39(41):102197.
9. Yinlan Shen, Haibin Zhou, Shuo Xue, et al. Experimental Investigations and Numerical Simulations of the Vibrational Performance of Wood Truss Joist Floors with Strongbacks. Forests, 2021,12, 1493.
10. Yinlan Shen,Xingchen Yan, Piyong Yu, et al. Seismic Resistance of Timber Frames with Mud and Stone Infill Walls in a Chinese Traditional Village Dwelling. Buildings, 2021, 11, 580.
11. Yinlan Shen, Haibin Zhou, Shuo Xue, et al. A Comparison on Numerical Simulation Models for Vibrational Performances of the Wood Truss Joist Floor System. Shock and Vibration, 2021, 5560554.
12. Yinlan Shen, Schneider J, Tesfamariam S, Stiemer S-F, Mu Z-G. Hysteresis behavior of bracket connection in cross-laminated-timber shear walls[J]. Construction and Building Materials, 2013, 48: 980-991.
13. 沈银澜,向师杰,聂子扬, 等. 传统民居馒头榫节点受力性能及影响因素分析[J]. 振动与冲击,2025,44(13):158-169
14. 薛素铎,赵艳阳,沈银澜*,等. 正交胶合木环型耗能节点设计与抗剪试验研究[J]. 工程科学与技术,2023,55(1):222-231
15. 沈银澜,刘辉,周敬轩,等. 传统民居抬梁式木构架抗侧力性能试验研究[J].fun88官网体育学报,2021,47(7):759-772.
16. 沈银澜,周敬轩,王利辉,等. 北方村落木结构民居榫卯节点抗震性能试验研究[J].震灾防御技术, 2021, 16(1):165-175.
17. 沈银澜,牟在根,Siegfried F. Stiemer,等.正交胶合木填充墙的钢框架体系受力性能[J].工程科学学报(原北京科技大学学报), 2017, 39(1):155-165.
18. 沈银澜, 牟在根,范重. 新型张弦网壳组合结构的设计与分析[J].北京科技大学学报, 2011, 33(7): 899-904.
19. 沈银澜,范重,张培基. 建筑结构球形支座设计分析[J].钢结构, 2011, 26(6): 6-11.
20. 范重,沈银澜,毕磊,等. 板式橡胶支座深化设计与试验研究[J].空间结构,2011, 17(3): 47-54.
参编标准:
1. LY/T3219-2020木结构用自攻螺钉
2. LY/T3218-2020木结构楼板振动性能测试方法
3. DB61/T 5005-2021聚丙烯网水泥砂浆抗震加固砌体农房墙体应用技术导则
4.T/NAIC006-2025 古村落韧性评价及防灾减灾技术导则
5. T/CECS2179-2026 木-混凝土组合楼盖技术标准
授权专利:
1. 沈银澜, 闫星辰, 贾宏宇, 林炜鹏. 一种传统民居木构架砌体围护墙面外加载装置及测试方法. ZL 2022 1 0191792.X
2.沈银澜, 闫星辰, 贾宏宇, 林炜鹏.传统民居木构架砌体围护墙面外加载装置. ZL202220414281.5
3. 沈银澜, 刘辉, 丁彩虹, 张晋川.一种提高传统民居木石墙体抗震性能的打包带加固结构. ZL 202022749351.6
4. 娄宇,温凌燕,沈银澜,徐小燕,刘博文.一种装配式钢结构. ZL201720063722.0
5. 温凌燕, 沈银澜, 徐小燕, 刘博文,娄宇.一种楼板系统框架及楼板系统. ZL201621438479.8
6. 温凌燕, 徐小燕, 沈银澜, 刘博文, 娄宇.一种楼板单元框架及楼板单元. ZL201621438452.9
7. 娄宇, 温凌燕, 沈银澜, 徐小燕, 刘博文.一种用于安装在框架梁上提供支撑的可装卸的牛腿. ZL 201720451079.9
8. 娄宇,温凌燕,沈银澜,徐小燕,刘博文.一种用于安装在框架柱上提供支撑的可装卸的牛腿. ZL201720445894.4