Calibration of the Resistance Factors for the LRFD of Shallow Foundations of Transmission Towers under Uplift Loading

Author:

Han Jayne M.1ORCID,Gu Kyo-Young2ORCID,Kim Kyeong-Sun3,Ham Kyung-Won4,Kim Sung-Ryul3

Affiliation:

1. Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea. ORCID: .

2. Advanced Railroad Civil Engineering Div., Korea Railroad Research Institute, 176, Cheoldobangmulgwan-ro, Uiwang-si, Gyeonggi-do 16105, South Korea (corresponding author). ORCID: .

3. Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

4. Structural & Seismic Technology Group, Next Generation Transmission & Substation Laboratory, KEPCO Research Institute, 105 Munji-ro, Yuseong-gu, Daejeon 34056, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Reference63 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

3. ACI (American Concrete Institute). 1999. Building code requirements for structural concrete (ACI 318-99) and commentary (ACI 318R-99). Farmington Hills, MI: ACI.

4. User's guide to correlation coefficients

5. ASCE. 2020. Guidelines for electrical transmission line structural loading. Reston, VA: ASCE.

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