1 |
Korea Electric Power Company (1997) Specification of Electric Transmission Tower 1111.
|
2 |
Al-Bermani, F.G.A. and Kitipornchai, S. (1992) Nonlinear Analysis of Transmission Towers, Eng. Struct., Vol.14, No.3, pp.139-151.
DOI
|
3 |
Kim, W.B. and Choi, B.J., (2008) Development of Nonlinear Analysis Technic to Determine the Ultimate Load in Electric Transmission Tower, Journal of Korean Society of Steel Construction, KSSC, Vol.20, No.2, pp.389-398.
|
4 |
Chan, S.L. and Kitipornchai, S. (1998) Inelastic Post-Buckling Behavior of Tubular Struts, Journal of Structural Engineering, ASCE, Vol.114, No.5, pp.1091-1104.
DOI
|
5 |
Roy, S. (1984) Secondary Stresses on Transmission Tower Structures, Journal of Structural Engineering, ASCE, Vol.110, No.2, pp.157-172.
DOI
|
6 |
ABAQUS User's Manual Version 6.5, Hibbit Karlsson, and Sorensen, Inc.,Pawtucke, R,I..
|
7 |
Walker, A.C. (1984) Buckling of Offshore Structures. F. Bleich, McGraw-Hill, Buckling Strength of Metal Structures, 1952, pp.20-30.
|
8 |
Albermani, F. (2004) Upgrading of Transmission Towers Using a Diaphragm Bracing System, Engineering Structures, Elsevier, Vol.26, No.9, pp.735-744.
DOI
|