Sripad, D B and Pandit, Poornachandra (2018) Effect of hinge length on sensitivity Of pushover analysis. International Journal of Advanced Technology in Engineering and Science, 4 (6). pp. 359-365. ISSN 2348-7550
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Abstract
Non-linear static pushover analysis is performed under permanent vertical loads and gradual increment in lateral loads. In actual construction procedure, the strength of steel and concrete may vary. The results from the analysis program are significantly sensitive to design parameters. Thus in this study, an attempt is made on a G+2 Reinforced concrete (RC) structure to interpret the sensitivity of pushover analysis by varying the strength of steel, concrete and hinge length on rigid diaphragm slab and comparing the results with experiment results.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | Sensitivity, Moment-Curvature, Lateral load, Rigid-diaphragm slab |
| Subjects: | Engineering > MIT Manipal > Civil Engineering |
| Depositing User: | MIT Library |
| Date Deposited: | 19 Dec 2018 10:57 |
| Last Modified: | 19 Dec 2018 10:57 |
| URI: | http://eprints.manipal.edu/id/eprint/152490 |
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