| contributor author | Pedro F. Silva | |
| contributor author | Binggeng Lu | |
| date accessioned | 2017-05-08T21:58:47Z | |
| date available | 2017-05-08T21:58:47Z | |
| date copyright | June 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000065.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67907 | |
| description abstract | This paper presents the basis of a procedure to estimate the explosive charge weight and stand-off distance to impose certain levels of damage on reinforced concrete (RC) structures. A series of experiments were also conducted to confirm its applicability for assessing the blast resistance capacity of RC slabs. Test results showed that the procedure was accurate in predicting the explosive charge weight and stand-off distance to impose a given damage level on the tested RC slabs. This main conclusion was derived because a reasonable agreement was observed between the damage levels selected for assessment and the damage levels observed during testing. | |
| publisher | American Society of Civil Engineers | |
| title | Blast Resistance Capacity of Reinforced Concrete Slabs | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000011 | |
| tree | Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 006 | |
| contenttype | Fulltext | |
