Mechanical behavior of steel transmission tower legs reinforced with innovative clamp under eccentric compression

[1]  Dixiong Yang,et al.  Experimental and numerical investigation on seismic performance of extended stiffened end-plate joints with reduced beam section using high strength steel , 2021, Thin-Walled Structures.

[2]  Krishanu Roy,et al.  Influence of intermediate stiffeners on the axial capacity of cold-formed steel back-to-back built-up unequal angle sections , 2021 .

[3]  Bin Zhang,et al.  Ultimate strength of pinned-end dual-angle cross combined section columns under axial compression , 2020 .

[4]  Yong Guo,et al.  Experimental research on behavior of Q420 dual-angle steel with cruciform section under dynamic compression , 2017 .

[5]  Julie E. Mills,et al.  Modeling of retrofitted steel transmission towers , 2015 .

[6]  Xing Ma,et al.  Modelling of steel lattice tower angle legs reinforced for increased load capacity , 2012 .

[7]  Ghyslaine McClure,et al.  Accurate modeling of joint effects in lattice transmission towers , 2011 .

[8]  Siu-Lai Chan,et al.  Design of angle trusses by codes and second-order analysis with experimental verification , 2009 .

[9]  Mohamed S. Gadala,et al.  Influence of Bolted-Joint Slippage on the Response of Transmission Towers Subjected to Frost-Heave , 2009 .

[10]  S. R. de. S. Chandrakeerthy,et al.  Joint slip in steel electric transmission towers , 2003 .

[11]  Donald R. Sherman,et al.  Bolted double angle compression members , 1998 .

[12]  A. H. Peyrot,et al.  Effect of Bolt Slippage on Ultimate Behavior of Lattice Structures , 1994 .

[13]  Murray C. Temple,et al.  Arrangement of interconnectors for starred angle compression members , 1994 .

[14]  Murray C. Temple,et al.  Interconnection of starred angle compression members , 1986 .

[15]  Krishanu Roy,et al.  Testing, simulation and design of back-to-back built-up cold-formed steel unequal angle sections under axial compression , 2019 .

[16]  Krishanu Roy,et al.  Experimental and numerical investigations on axial strength of back-to-back built-up cold-formed steel angle columns , 2019 .

[17]  Pan Bin,et al.  Finite Element Analysis of Bolted Connection in Q460 Grade High Strength Steels Under Static Shear , 2012 .

[18]  Li Zhengliang,et al.  Bearing Capacity of Pinned-End Built-up Cruciform Section Members Formed by Two Equal-Leg Angles under Compression Load , 2011 .