发表论文
1. Wei‑bin Yuan, Pei‑jun Ge, Yue‑ting Shen, Shan‑shan Cheng,Nan‑ting Yu.Buckling Analysis of Steel H Column with Thermal Gradient Along the Flanges[J].International Journal of Steel Structures,2020,20(2),677-691.(SCI)
2. Nan-ting Yu,Boksun Kim,Long-yuan Li,Wei-jian Hong,Wei-bin Yuan. Distortional buckling of perforated cold-formed steel beams subject to uniformly distributed transverse loads[J]. Thin-Walled Structures,2020,148(C):106569-106569
3. Wei‑bin Yuan, Yue‑ting Shen, Nan‑ting Yu, Zhao‑shui Bao. An Analytical Solution of Local-Global Interaction Buckling of Cold-Formed Steel Channel-Section Columns[J].International Journal of Steel Structures,2019,19(5),1578-1591.(SCI)
4. Nan-ting Yu, Boksun Kim, Wei-bin Yuan, Long-yuan Li,Feng Yu.An analytical solution of distortional buckling resistance of cold-formed steel channel-section beams with web openings[J].Thin-walled Structures,2019,135(0263-8231),446-452.(SCI)
5. Wei-bin Yuan, Nan-ting Yu, Zhao Wang. The effects of grooves on wind characteristics of tall cylinder buildings[J]. Wind and Structures,2018,26(2),89-98.(SCI)
6. Wei-bin Yuan, Zhao-shui Bao and Nan-ting Yu. Nonlinear Bending of Box Section Beams of Finite Length Under Uniformly Distributed Loading [J]. International Journal of Steel Structures,17(2017), 491-499. (SCI)
7. Wei-bin Yuan, Nan-ting Yu and Long-yuan Li. Distortional buckling of perforated cold-formed steel channel-section beams with circular holes in web [J]. International Journal of Mechanical Sciences,126(2017), 255-260. (SCI)
8. Wei-bin Yuan, Wang Zhao, Kexing Fan, and Hao Chen. Numerical analyses of aerodynamic characteristics of integrated L -shaped high-rise building [J]. Advances in Engineering Software, 114(2017), 144-156. (SCI)
9. Jin-song Lei, Wei-bin Yuan and Long-yuan Li. Axial Compression Buckling of Castellated Columns at Elevated Temperatures [J]. International Journal of Structural Stability and Dynamics, 12(2017). (SCI)
10. Wei-Bin Yuan,Nan-ting Yu, Zhao-shui Bao, and Li-ping Wu. Deflection of castellated beams subjected to uniformly distributed transverse loading. International Journal of Steel Structures,2016,16(3),813-821. (SCI)
11. Wei-bin Yuan, Wei Zhan, Jie Xu, and Nan-ting Yu. Nonlinear Instability of Angle Section Beams under Uniformly Distributed Loads. International Journal of Steel Structures,2016,16(2),309-315. (SCI)
12. Yuan Weibin; Chen Changyi. Nonlinear Bending Response and Buckling of Channel Section Beams of Finite Length under Minor-Axis Pure Bending. Advances In Structural Engineering,2015,18(7),1043-1050. (SCI)
13. Wei-bin Yuan, Shanshan Cheng,Long-yuan Li, Boksun Kim. Web-flange distortional buckling of partially restrained cold-formed steel purlins under uplift loading.International Journal of Mechanical Sciences,2014,89,476-481.(SCI)
14. Wei-bin Yuan, Boksun Kim, Long-yuan Li. Buckling of axially loaded castellated steel columns. Journal of Constructional Steel Research,2014,92,40-45.(SCI)
15. Wei-bin Yuan, Boksun Kim, Changyi Chen. Lateral–torsional buckling of steel web tapered tee-section cantilevers. Journal of Constructional Steel Research,2013,87,31-37.(SCI)
16. Wei-bin Yuan.Nonlinear instability analyses of channel-section beams subjected to minor-axis pure bending. International Journal of Mechanical Sciences,2013,73,77-81. (SCI)
17. Wei-bin Yuan. Geometric nonlinear bending response and buckling of angle-sectionbeams under pure bending.Journal of Constructional Steel Research,2013,85(5),73-80.(SCI)
18. Wei-bin Yuan, Long-yuan Li.Nonlinear instability of angle section beams subjected to static and dynamic sudden step loads.Journal of Constructional Steel Research,2012,77(77),19-22. (SCI)
19. Yuan, Weibin, Dai Chuanxin, Yao Ji, Wang Liede. Analysis of a mountain side slope stability based on seepage. Advanced Materials Research,2012,482-484,402-407.(SCI)
20. Wei-bin Yuan, Jun-jie Yang. Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. Journal of Constructional Steel Research,2013,80(1),23-31.(SCI)
21.袁伟斌,金伟良.离心钢管混凝土弯扭构件试验研究与理论分析.浙江大学学报工学版,2008,42(1),116-121.(EI)
22.金伟良,袁伟斌.离心钢管混凝土短柱火灾下与火灾后的极限承载力.浙江大学学报工学版,2006,40(7),1206-1210. (EI)
23.金伟良,袁伟斌.离心钢管混凝土轴压构件的有限元分析.浙江大学学报工学版,2005,39(10),1571-1575. (EI)
24.金伟良,袁伟斌,干钢.离心钢管混凝土的等效本构关系.工程力学,2005,22(2),110-115. (EI)
25.金伟良,袁伟斌.基于破坏线模型的离心钢管混凝土扭转极限承载力.建筑结构学报,2005,26(2),106-111. (EI)
26.袁伟斌,金伟良.钢管混凝土的等效本构关系研究.浙江大学学报,2004,38(8),984-988. (EI)
申请发明专利
1.袁伟斌. 高处作业防坠衣[P]. 浙江:CN101961150A,2011-02-02.
2.伟斌. 三维风压测试仪[P]. 浙江:CN103616121A,2014-03-05.
申请实用新型专利
1.袁伟斌,李泽彬,詹伟. 一种用于屋面板的支撑座[P]. 浙江:CN204899050U,2015-12-23.
2.袁伟斌,詹伟,李泽彬. 一种用于装饰板的平整度检测装置[P]. 浙江:CN204902792U,2015-12-23.
3.袁伟斌,沈熠亮,葛佩君,许雷池,饶淳淳. 一种钢结构建筑防火抗震支座[P]. 浙江省:CN211923082U,2020-11-13.
4.袁伟斌,周蒸鑫. 一种钢桁架[P]. 浙江省:CN211114407U,2020-07-28.