Study on Bearing Capacity Formula and Influence Factors of PBH Shear Connectors
暂无分享,去创建一个
[1] Jin Hee Ahn,et al. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement , 2010 .
[2] L. F. Costa-Neves,et al. Experimental assessment of Perfobond and T-Perfobond shear connectors’ structural response , 2009 .
[3] Tang Liang,et al. Fracture Mechanism and Ultimate Carrying Capacity of Shear Connectors Applied for Steel-concrete Joint Segment of Bridge Pylon , 2007 .
[4] M. U. Hosain,et al. Numerical analysis of push-out specimens with perfobond rib connectors , 1997 .
[5] Ye Mei-xin,et al. Study of influence factors and formula for the bearing capacity of PBL shear connectors , 2007 .
[6] Wei Xing,et al. Research on the Static Load Mechanical Properties of PBL Shear Connectors' Push-out Test , 2010 .
[7] Zong Zhouhong,et al. Experimental Study of Shear Connector under Static and Fatigue Loading , 1999 .
[8] Isabel Valente,et al. Experimental analysis of Perfobond shear connection between steel and lightweight concrete , 2004 .
[9] Hu Jian-hua,et al. Experiment on Bearing Capacity of PBL Shear Connectors , 2006 .
[10] Li Qiao. Experimental Investigation on Ultimate Load-Bearing Capacity of PBL Shear Connectors , 2009 .
[11] K. F. Chung,et al. Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .