Multiple linear regression models for shear strength prediction and design of simplysupported deep beams subjected to symmetrical point loads
Because of nonlinear strain distributions caused either by abrupt changes in geometry or in loading in deep beam, the approach for conventional beams is not applicable. Consequently, strut-and-tie model (STM) has been applied as the most rational and simple method for strength prediction and design...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Khon Kaen University
2015-09-01
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| Series: | KKU Engineering Journal |
| Subjects: | |
| Online Access: | https://www.tci-thaijo.org/index.php/kkuenj/article/download/38294/31744 |