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Direct Strut-and-Tie Model for Reinforced Concrete Bridge Pier Cap Cover

Direct Strut-and-Tie Model for Reinforced Concrete Bridge Pier Cap

Modelling in Civil Environmental Engineering
Volume 12 (2016): Issue 2 (June 2016)
By: Vinayak Hemant Kumar,  N.A.K Sivaa Senthil and  T V Pradeep Kumar  
Open Access
|Jun 2016
Authors

Authors

Vinayak Hemant Kumar

N.A.K Sivaa Senthil

senthil.sabap@gmail.com

T V Pradeep Kumar

DOI: https://doi.org/10.1515/mmce-2016-0005 | Journal eISSN: 2784-1391
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Language: English
Page range: 1 - 8
Published on: Jun 29, 2016
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: Volume open
Keywords:
Disturbed regions,
Strut-and-Tie Model,
Pier Cap,
Ultimate Shear Strength
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2016 Vinayak Hemant Kumar, N.A.K Sivaa Senthil, T V Pradeep Kumar, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Volume 12 (2016): Issue 2 (June 2016)
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