Abstract
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.
Original language | English |
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Pages (from-to) | 284 |
Number of pages | 1 |
Journal | International Review of Civil Engineering |
Volume | 12 |
Issue number | 4 |
DOIs |
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Publication status | Published - 2021 |
All Science Journal Classification (ASJC) codes
- Computational Mechanics
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Safety, Risk, Reliability and Quality
- Mechanics of Materials