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

Data publikacji: 29 cze 2016

Zakres stron: 1 - 8

DOI: https://doi.org/10.1515/mmce-2016-0005

Słowa kluczowe

Disturbed regions, Strut-and-Tie Model, Pier Cap, Ultimate Shear Strength

© 2016 Hemant Kumar Vinayak et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.