Effect of hinge length on sensitivity Of pushover analysis

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

[img] PDF
5541.pdf - Published Version
Restricted to Registered users only

Download (402kB) | Request a copy


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

Actions (login required)

View Item View Item