| contributor author | Lucian Stefan | |
| contributor author | Pierre Léger | |
| date accessioned | 2017-05-08T21:00:40Z | |
| date available | 2017-05-08T21:00:40Z | |
| date copyright | August 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A8%281278%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35301 | |
| description abstract | The classical structural stability evaluation of concrete hydraulic structures, such as spillways, is based on the application of rigid body equilibrium to compute force and moment resultants, and in most instances beam theory assuming linear stress distribution. The computations are done supposing a symmetric structure subjected to load acting in the upstream/downstream direction leading to a unidimensional axial force | |
| publisher | American Society of Civil Engineers | |
| title | Extension of the Gravity Method for 3D Cracking Analysis of Spillway Piers Including Uplift Pressures | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:8(1278) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008 | |
| contenttype | Fulltext | |
