📄 IJAERD-OJS-5251
Effect of confining pressure on horizontal load carrying capacity of circular RC Bridge pier
| Author(s) | : | N. G. Patoliya |
| Institution | : | Narmada, Water Resources, Water Supply and Kalpsar Department, Government of Gujarat, |
| Published In | : | Vol. 2, Issue 12 — December 2015 |
| Page No. | : | 1-5 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Abstract
An analytical model is used to find the effect of axial load and confining reinforcement on horizontal loadcarrying capacity of circular RC bridge pier. This model used the confining pressure generated by axial load andconfinement reinforcement, and the resulting improvements in strength and ductility of column. A large No. ofparameters including poorly confined and well-confined concrete was analysed and the comparisons include the effect ofconfining pressure on horizontal load carrying capacity of column.
🕮 How to Cite
N. G. Patoliya, “Effect of confining pressure on horizontal load carrying capacity of circular RC Bridge pier”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 2, Issue 12, pp. 1-5, December 2015.
Related Papers
Compact Tunable SIW Cavity Resonator Design for Ku-Band Applications
Hassan Al-Kuwari
