Evaluation of shear strength design methodologies for slender shear-critical RC beams

This paper seeks to examine the concrete contribution to shear strength, and determine the inclination of the compressive strut within the variable truss model for slender reinforced concrete (RC) shear-critical beams with stirrups. Utilizing the Modified Compression Field Theory (MCFT) in place of...

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Bibliographic Details
Main Authors: Pan, Zuanfeng., Li, Bing.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/94841
http://hdl.handle.net/10220/8589
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Institution: Nanyang Technological University
Language: English
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