INELASTIC BEHAVIOUR OF HIGH-RISE REINFORCED CONCRETE BUILDING UNDER THOUSANDS OF REPEATED LOADS BY SEVERE WINDS (PART 3): INELASTIC WIND RESPONSE ANALYSIS
Based on the experimental results of beams and columns, we have developed a new method for analyzing the response of RC high-rise buildings to severe wind forces repeated thousands of times. Main conclusions are as follows
Authors
- Yuki Tanaka (ORCID: https://orcid.org/0000-0002-0115-500X)
- Yutaka ISOZAKI
- Arinori Nimura
- Koji Kondo
Institutions
- Kajima Corporation (Japan) (JP)
Publication Details
- Journal
- Journal of Structural and Construction Engineering (Transactions of AIJ)
- Published
- 2025-03-31
- DOI
- https://doi.org/10.3130/aijs.90.512
- Primary Topic
- Wind and Air Flow Studies
- Type
- article
- Field-Weighted Citation Impact
- 0.00