| contributor author | Roberto Felicetti | |
| contributor author | Pietro G. Gambarova | |
| contributor author | Marina Semiglia | |
| date accessioned | 2017-05-08T20:57:21Z | |
| date available | 2017-05-08T20:57:21Z | |
| date copyright | March 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A3%28319%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33152 | |
| description abstract | High-strength concretes containing siliceous aggregates are very sensitive to high temperatures, as shown by the marked decrease of their mechanical properties both at high temperatures and after cooling down to room temperature (residual properties). However, because of the greater nonlinearity of concrete due to thermal damage, the structural behavior is generally less affected by high temperatures than the constitutive behavior, as is shown in this study on the residual behavior of three lightly reinforced and three unreinforced deep beams ( | |
| publisher | American Society of Civil Engineers | |
| title | Residual Capacity of HSC Thermally Damaged Deep Beams | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:3(319) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 003 | |
| contenttype | Fulltext | |
