Re-examination of shear design provisions for high-strength longitudinally reinforced concrete beams
Lack of information regarding the shear behavior of high-strength longitudinally reinforced concrete beams without shear reinforcement (HRCBW) impedes the design engineers from using the full yield strength of material. Current shear design provisions for HRCBW were reexamined based on probability d...
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| Main Authors: | , , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2023
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/168941 |
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| Institution: | Nanyang Technological University |
| Language: | English |