Stiffness and strength evaluation of prestressed timber beam with unbonded steel Strand and reinforced concrete Beam‐Column joint
Abstract The deformation behavior of prestressed timber beams after a gap opens at the beam‐column interface is evaluated in this study using the compressive stress distribution along the beam length. The correlation between moment at the beam end and beam deformation is studied for three types of s...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2023-01-01
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| Series: | Japan Architectural Review |
| Subjects: | |
| Online Access: | https://doi.org/10.1002/2475-8876.12342 |