Truss-arch model for shear strength of shear-critical reinforced concrete columns

Experimental observations on 11 Reinforced Concrete (RC) columns tested at Nanyang Technological University (NTU), and existing experimental data of 79 shear-critical RC columns are presented. Significant arch action is found in columns of small shear span-to-depth ratio and high axial-load ratio un...

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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/10356/94837
http://hdl.handle.net/10220/8590
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Institution: Nanyang Technological University
Language: English

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