Performance-Based Wind Design of Tall Buildings Considering Corner Modification and Inelastic Behavior-Reference-Cited by-同舟云学术

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Performance-Based Wind Design of Tall Buildings Considering Corner Modification and Inelastic Behavior

Published:2024-07 Issue:7 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alinejad Hamidreza¹^ORCID,Ahn Byeonguk²^ORCID,Kang Thomas H.-K.³

Affiliation:

1. Postdoctoral Researcher, Institute of Engineering Research, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea. ORCID: .

2. Ph.D. Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea. ORCID: .

3. Professor, Dept. of Architecture and Architectural Engineering and Institute of Engineering Research, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13100

Reference54 articles.

1. Performance of reinforced concrete coupling beams subjected to simulated wind loading;Abdullah S. A.;ACI Struct. J.,2020

2. Performance of concrete coupling beams subjected to simulated wind loading protocols—Phase II;Abdullah S. A.;ACI Struct. J.,2021

3. Seismic performance of concrete coupling beams subjected to prior nonlinear wind demands

4. Upper Limit of Aerodynamic Forces for Inelastic Wind Design

5. Performance-based design of tall buildings for wind load and application of response modification factor;Alinejad H.;Wind Struct.,2020

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