摘要
The additional stirrup had a confining effect on the concrete [20]-[24]; the analysis was based on the assumption of a 20% increase of compression strength in the compression area, especially since the stirrups were extending into the extreme concrete fibers in compression.” Many apologies to the authors and to our readers for this mistake.
原文 | English |
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頁(從 - 到) | 284 |
頁數 | 1 |
期刊 | International Review of Civil Engineering |
卷 | 12 |
發行號 | 4 |
DOIs |
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出版狀態 | Published - 2021 |
All Science Journal Classification (ASJC) codes
- 計算力學
- 土木與結構工程
- 建築
- 建築與營造
- 安全、風險、可靠性和品質
- 材料力學