Strength and Behavior According to Leg Frame Shape Variations of an Electric Transmission Tower-Reference-Cited by-同舟云学术

Strength and Behavior According to Leg Frame Shape Variations of an Electric Transmission Tower

Published:2020-01-02 Issue:1 Volume:20 Page:355-363
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Kim Woo Bum

Funder

KOREA ELECTRIC POWER COPPORATION

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-019-00300-9.pdf

Reference11 articles.

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2. Al-Bermani, F. G. A., & Kitipornchai, S. (1992). Nonlinear analysis of transmission towers. Engineering Structures,14(3), 139–151.

3. Al-Mashary, F., Arafah, A., & Siddiqi, G. (1992). The report on investigation of failure of six transmission towers. Riyadh: Saudi Consolidated Electricity Company.

4. Al-Mashary, F., Al-Salloum, Y., Arafah, A., & Siddiqi, G. (1993). Study of transmission towers. Two parts. Riyadh: Saudi Consolidated Electricity Company.

5. Chan, S. L., & Kitipornchai, S. (1998). Inelastic Post-buckling behavior of tubular struts. ASCE, Journal of Structural Engineering.,114(5), 1091–1104.

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