合肥工业大学主页平台管理系统李贝贝--中文主页--论文成果

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研究员
博士生导师
硕士生导师
教师拼音名称：libeibei
电子邮箱：
所在单位：建筑工程系
职务：系主任
学历：研究生(博士后)
性别：男
联系方式：13655607158
学位：博士学位
在职信息：在职

论文成果

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[1]Li B.B., Wang Y.Q., Zhang Y.*, Meng X, Yuan H.X., Zhi X.H.，Flexural buckling of extruded high-strength aluminium alloy SHS columns:Thin-Walled Structures,2022,179):109717.
[2]Li B.B., Wang Y.Q., Zhi X.H.*, Zhang Y., Baniotopoulos C.C，Testing, modelling and design of 7A04-T6 high-strength aluminium alloy RHS columns under axial compression:Journal of Building Engineering,2022,57):104910.
[3]Li B.B., Wang Y.Q., Wang Z.X.*, Zhi X.H., Zhang Y., Ouyang Y.W，7A04-T6 high-strength aluminium alloy SHS and RHS beams under pure bending-Testing, modelling and design recommendations:Thin-Walled Structures,2022,177):109400.
[4]Li B.B., Wang Y.Q., Zhang Y.*, Yuan H.X., Zhi X.H., Ouyang Y.W.，Flexural behaviour of 7A04-T6 high-strength aluminium alloy SHS and RHS beams under moment gradient:Engineering Structures,2022,259):114138.
[5]Zhang Y., Wang Y.Q., Li B.B.*, Zhi X.H., Lu C.M., Wang X.F.，Structural performance of novel aluminium alloy gusset joints for connecting four I-section beam members:Journal of Building Engineering,2022,53):104547.
[6]Zhi X.H., Wang Y.Q., Li B.B.*, Zhang Y., Ouyang Y.W.，Axial compression behaviour of 7A04-T6 high-strength aluminium alloy SHS and RHS stub columns:Thin-Walled Structures,2022,180):109816.
[7]Wang J.F., Li B.B*，Seismic fragility analysis of CFT frames with buckling-restrained braces and steel braces under long- and short-duration ground motions:Structures,2022,39):848-865.
[8]Wang J.F., Lu F, Li B.B*.，Subassemblage tests and analysis of buckling-restrained braced reinforced concrete frames with various gusset connections:Structures,2022,39):39-56.
[9]Wang Z.X., Wang Y.Q., Li B.B.*, Zhang Y.，Experimental and numerical study on seismic behaviour of aluminium alloy frames:Journal of Building Engineering,2022,50):104231.
[10]Li B.B., Wang Y.Q., Zhang Y.*, Zhi X.H., Lin S.，Flexural buckling of high-strength aluminium alloy CHS columns:Structures,2022,43):223-233.

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