| contributor author | Annie Limoges | |
| contributor author | Pierre Léger | |
| date accessioned | 2017-05-08T21:37:11Z | |
| date available | 2017-05-08T21:37:11Z | |
| date copyright | August 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000011.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57610 | |
| description abstract | This paper presents an innovative three-dimensional performance-based earthquake engineering assessment methodology for gated spillways. Several functionality and structural stability limit states are defined. The functionality of the gates is tackled by assessing seismic demand-to-capacity indices along a success path leading to postearthquake gate opening. As an application example, the proposed methodology is applied to an existing gated spillway built in 1927. Finite element incremental dynamic analyses are performed for six sets of spectrum compatible ground motions with return periods ranging from | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Safety Assessment of Gated Spillways | |
| type | Journal Paper | |
| journal volume | 23 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000008 | |
| tree | Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 004 | |
| contenttype | Fulltext | |
