DocumentCode
3155721
Title
The united design method of a transmission tower and the foundations
Author
Matsuo, S. ; Tanabe, S. ; Hongo, E.
Author_Institution
Transmission & Substations Technol. Center, Tokyo Electr. Power Co., Japan
Volume
3
fYear
2002
fDate
6-10 Oct. 2002
Firstpage
2166
Abstract
A transmission tower and the foundations are usually designed separately. A transmission tower is designed as the truss structure and four of the lowest points of tower members are fixed without considering displacement of foundations. This is the reason why the allowable displacement of foundations is strictly limited. The authors have developed a new design code called "the united design method of a transmission tower and the foundations", with studying interactions between displacement of the foundations and the stress concentration of transmission tower\´s members. They analyzed many cases of load directions, topographic and geological features, and foundation types, using three-dimensional frame analysis. And then they found that allowable displacement of large transmission towers can be much larger with consideration of the stress concentration of transmission tower\´s members and this is cheaper way for total construction cost.
Keywords
civil engineering; poles and towers; power overhead lines; foundations; foundations displacement; geological features; load directions; overhead power lines; three-dimensional frame analysis; topographic features; transmission tower; truss structure; united design method; Costs; Design methodology; Displacement control; Force measurement; Geology; Leg; Poles and towers; Slabs; Steel; Stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Transmission and Distribution Conference and Exhibition 2002: Asia Pacific. IEEE/PES
Print_ISBN
0-7803-7525-4
Type
conf
DOI
10.1109/TDC.2002.1177798
Filename
1177798
Link To Document