View Item 
      •   Home
      • 1. Schools
      • College of Engineering
      • School of Civil and Environmental Engineering (CEE)
      • CEE Journal Articles
      • View Item
      •   Home
      • 1. Schools
      • College of Engineering
      • School of Civil and Environmental Engineering (CEE)
      • CEE Journal Articles
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.
      Subject Lookup

      Browse

      All of DR-NTUCommunities & CollectionsTitlesAuthorsBy DateSubjectsThis CollectionTitlesAuthorsBy DateSubjects

      My Account

      Login

      Statistics

      Most Popular ItemsStatistics by CountryMost Popular Authors

      About DR-NTU

      Shear strength model for reinforced concrete columns with low transverse reinforcement ratios

      Thumbnail
      Shear Strength Model for Reinforced Concrete Columns with Low Transverse Reinforcement Ratios.pdf (448.7Kb)
      Author
      Tran, Cao Thanh Ngoc
      Li, Bing
      Date of Issue
      2014
      School
      School of Civil and Environmental Engineering
      Version
      Published version
      Abstract
      This paper introduces an equation developed based on the strut-and-tie analogy to predict the shear strength of reinforced concrete columns with low transverse reinforcement ratios. The validity and applicability of the proposed equation are evaluated by comparison with available experimental data. The proposed equation includes the contributions from concrete and transverse reinforcement through the truss action, and axial load through the strut action. A reinforced concrete column with a low transverse reinforcement ratio, commonly found in existing structures in Singapore and other parts of the world was tested to validate the assumptions made during the development of the proposed equation. The column specimen was tested to failure under the combination of a constant axial load of 0.30 f'cAg and quasi-static cyclic loadings to simulate earthquake actions. The analytical results revealed that the proposed equation is capable of predicting the shear strength of reinforced concrete columns with low transverse reinforcement ratios subjected to reversed cyclic loadings to a satisfactory level of accuracy.
      Subject
      DRNTU::Engineering::Civil engineering::Structures and design
      Type
      Journal Article
      Series/Journal Title
      Advances in structural engineering
      Rights
      © 2014 Multi-Science Publishing. This paper was published in Advances in Structural Engineering and is made available as an electronic reprint (preprint) with permission of Multi-Science Publishing. The paper can be found at the following official DOI: [http://dx.doi.org/10.1260/1369-4332.17.10.1373]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
      Collections
      • CEE Journal Articles
      http://dx.doi.org/10.1260/1369-4332.17.10.1373
      Get published version (via Digital Object Identifier)

      Show full item record


      NTU Library, Nanyang Avenue, Singapore 639798 © 2011 Nanyang Technological University. All rights reserved.
      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Share |    
      Theme by 
      Atmire NV
       

       


      NTU Library, Nanyang Avenue, Singapore 639798 © 2011 Nanyang Technological University. All rights reserved.
      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Share |    
      Theme by 
      Atmire NV
       

       

      DCSIMG