Evaluation of Response of Inelastic RCC Frame Structure
Author(s):
ANITA YADAV , MMMUT, MMMUTKeywords:
Non-linear response of concrete frame, STAAD PRO V8i, Load- deflection curve, material non-linearity, Modulus of ElasticityAbstract:
In this study, Non-linear response of concrete with differential value of Young’s Modulus is determined by the stress strain expression. The modulus of elasticity is varied throughout to evaluate the non-linear response of concrete structure at a constant load. The modeling of structure is done in STAAD PRO Vi8 software. In this study, single storey-single bay frame is modeled which is subjected to dead load and uniform loads, has been considered for the non-linear response of concrete structures. A structural element such as Column is used for evaluation of the non-linear response of concrete material. From this, deflection of the column element is carried out by using STAAD PRO software with different initial tangent modulus of elasticity at a constant loading.
Other Details:
| Manuscript Id | : | J4RV2I3029 |
| Published in | : | Volume : 2, Issue : 3 |
| Publication Date | : | 01/06/2016 |
| Page(s) | : | 52-57 |
