DocumentCode
647847
Title
On the definition of construction grades for wood pole power lines
Author
Lu, M.L.
Author_Institution
Overhead Transm., BC Hydro, Burnaby, BC, Canada
fYear
2013
fDate
21-25 July 2013
Firstpage
1
Lastpage
5
Abstract
Wood pole power lines in Canada may be designed using either a deterministic linear (DLD) or nonlinear (DND) design method, or a reliability based design (RBD) method, as documented in CSA C22.3 standards. Both DLD and DND are based on the concept of construction grade. This paper is intended to compare these three methods through a fairly extensive parametric study. As a result, it is found that the RBD method as adopted by CSA and adapted by BC Hydro is fairly comparable to the original Grade 1 construction as defined by DLD. In addition, the current CSA Grade 1 definition as given by DND is generally more stringent than its original DLD counterpart. Therefore, a revised DND is recommended to better define construction grades for a nonlinear analysis. Per this method, different grades are defined by adjusting strength factors while keeping the load factor being unity, so that its definition of Grade 1 construction is consistent with the RBD method. From long run, construction grades may be defined following an RBD approach by adjusting design loads for different design return periods while keeping the load and strength factors the same (regardless of grades).
Keywords
poles and towers; power cables; power system reliability; wood; CSA C22.3 standards; Canada; RBD method; construction grades; deterministic linear design method; deterministic nonlinear design method; load factor being unity; original Grade 1 construction; reliability based design method; wood pole power lines; Loading; Periodic structures; Poles and towers; Reliability engineering; Standards; Steel; Grade of Construction; Loading; Power Line; Reliability Based Design; Wood Pole;
fLanguage
English
Publisher
ieee
Conference_Titel
Power and Energy Society General Meeting (PES), 2013 IEEE
Conference_Location
Vancouver, BC
ISSN
1944-9925
Type
conf
DOI
10.1109/PESMG.2013.6672392
Filename
6672392
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