Direct Analysis of an Ultrahigh-Voltage Lattice Transmission Tower Considering Joint Effects

AbstractTransmission towers play an important role in transmitting electricity in a power grid safely and reliably. In traditional design practice, the second-order P-Δ (frame side sway) and P-δ (m...

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

[2]  Asce Design of Latticed Steel Transmission Structures , 1992 .

[3]  Phill-Seung Lee,et al.  Elastoplastic large deformation analysis of a lattice steel tower structure and comparison with full-scale tests , 2007 .

[4]  W. O. Petersen Design of EHV Steel Tower Transmission Lines , 1962 .

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

[6]  Nibong Ungkurapinan,et al.  A study of joint slip in galvanized bolted angle connections , 2000 .

[7]  null null Design of Latticed Steel Transmission Structures , 2000 .

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

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

[10]  Faris Albermani,et al.  Failure analysis of transmission towers , 2009 .

[11]  Yang Xiang,et al.  Single-equation yield surfaces for monosymmetric and asymmetric sections , 1991 .

[12]  Faris Albermani,et al.  Numerical simulation of structural behaviour of transmission towers , 2003 .

[13]  S. L. Chan,et al.  Second-Order and Advanced Analysis of Structures Allowing for Load and Construction Sequences , 2011 .

[14]  W. F. Chen,et al.  Second-Order Inelastic Analysis of Steel Frames Using Element with Midspan and End Springs , 1995 .

[15]  Jian-Xin Gu,et al.  Exact Tangent Stiffness for Imperfect Beam-Column Members , 2000 .

[16]  S L Chan,et al.  Design of steel frames using calibrated design curves for buckling strength of hot-rolled members , 2002 .

[17]  Faris Albermani,et al.  Nonlinear Analysis of Thin‐Walled Structures Using Least Element/Member , 1990 .

[18]  S. L. Chan,et al.  Second-order analysis and design of angle trusses, Part II: Plastic analysis and design , 2008 .

[19]  Ghyslaine McClure,et al.  A general three-dimensional L-section beam finite element for elastoplastic large deformation analysis , 2006 .

[20]  A. R. Santhakumar,et al.  Joint Effects on Behavior of Transmission Towers , 1993 .

[21]  Matthew Marjerrison Electric Transmission Tower Design , 1968 .

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