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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Bibliographic Details
Main Authors: Yu, Bo., Sang, Bujiu, Tao, Xiaolei, Li, Bing
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2023
Subjects:
Online Access:https://hdl.handle.net/10356/168941
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Institution: Nanyang Technological University
Language: English