Dynamic response of a 190m-high transmission tower for a large river crossing

AbstractThe construction of a double circuit 500 kV transmission line (TL) in the Brazilian Amazon region is currently in progress. In addition to its length within the rain forest, the TL had to overcome large river crossings and environ- mental constrains. Among them, the crossing of the Trombetas River is one of the most important, with a total length of more than 5100 m. The proposed design includes two 190 m high towers necessary to attain spans as long as 1600 m. Additionally, the towers had to be supported by concrete columns, 10 m above ground level, due to the annual flood- ing of the river bed. These structures demand a detailed assessment, since the design required long-span conductors and tall structures that are outside the range normally considered in codes. In this context, the present article describes the dynamic analysis of the complete TL segment for this crossing, with emphasis on the response of the 190 m-high main structure which is subjected to Extended Pressure Systems and Thunders...

[1]  P Disney,et al.  Wind-induced transmission tower foundation loads: A field study-design code comparison , 2008 .

[2]  Jorge Daniel Riera,et al.  Analysis of structures subjected to random loading using the transfer matrix or numerical integration methods , 1992 .

[3]  A. A. El Damatty,et al.  Finite element modeling of transmission line under downburst wind loading , 2005 .

[4]  J. D. Holmes,et al.  A risk model for design of transmission line systems against thunderstorm downburst winds , 2000 .

[5]  A. Davenport The spectrum of horizontal gustiness near the ground in high winds , 1961 .

[6]  M. Shinozuka,et al.  Digital simulation of random processes and its applications , 1972 .

[7]  Eric Savory,et al.  The response of an overhead electrical power transmission line to two types of wind forcing , 2012 .

[8]  A. R. Santhakumar,et al.  Probabilistic wind loadings on transmission line structures in India , 1994 .

[9]  J. D. Holmes,et al.  Simulation of the Dynamic Response of Transmission Lines to Strong Winds , 1981 .

[10]  Letı´cia Fleck Fadel Miguel,et al.  Assessment of code recommendations through simulation of EPS wind loads along a segment of a transmission line , 2012 .

[11]  C. Li,et al.  A stochastic model of severe thunderstorms for transmission line design , 2000 .

[12]  P.C.G. da S. Vellasco,et al.  Structural assessment of current steel design models for transmission and telecommunication towers , 2005 .

[13]  M. J. Paluch,et al.  Experimental and numerical assessment of EPS wind action on long span transmission line conductors , 2007 .

[14]  P Disney,et al.  Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower , 2001 .

[15]  Jorge Daniel Riera,et al.  Wind velocity field during thunderstorms , 2007 .

[16]  Jorge Daniel Riera,et al.  Model uncertainty in the assessment of transmission line towers subjected to cable rupture , 2008 .

[17]  Acir Mércio Loredo-Souza,et al.  The influence of the design methodology in the response of transmission towers to wind loading , 2003 .

[18]  Antanas Kudzys Safety of power transmission line structures under wind and ice storms , 2006 .

[19]  Jorge Daniel Riera,et al.  Simulation of extreme wind series caused by thunderstorms in temperate latitudes , 2010 .