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| Content Provider | The American Society of Mechanical Engineers (ASME) Digital Collection |
|---|---|
| Author | Bhargava, K. Ghosh, A. K. Ramanujam, S. |
| Copyright Year | 2004 |
| Abstract | The present paper is concerned with the seismic response and fragility evaluation of a water storage structure. Seismic analysis has been carried out considering the hydrodynamic effects of the contained water. The various parameters that could affect the seismic structural response include material strength of concrete, structural damping available within the structure and the normalized ground motion response spectral shape. Based on this limited case study; the seismic fragility of the structure is developed as families of conditional probability curves plotted against peak ground acceleration (PGA) at the location of interest. The procedure adopted incorporates the various randomness and uncertainty associated with the parameters under consideration. |
| Sponsorship | Nuclear Engineering Division |
| Starting Page | 345 |
| Ending Page | 352 |
| Page Count | 8 |
| File Format | |
| ISBN | 0791846881 |
| DOI | 10.1115/ICONE12-49472 |
| e-ISBN | 0791837351 |
| Volume Number | 12th International Conference on Nuclear Engineering, Volume 2 |
| Conference Proceedings | 12th International Conference on Nuclear Engineering |
| Language | English |
| Publisher Date | 2004-04-25 |
| Publisher Place | Arlington, Virginia, USA |
| Access Restriction | Subscribed |
| Subject Keyword | Chaos Concretes Damping Strength (materials) Water Water storage Uncertainty Seismic analysis Probability Shapes |
| Content Type | Text |
| Resource Type | Article |
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