| contributor author | M. H. Harajli | |
| contributor author | K. A. Soudki | |
| contributor author | T. Kudsi | |
| date accessioned | 2017-05-08T21:30:54Z | |
| date available | 2017-05-08T21:30:54Z | |
| date copyright | October 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0268%282006%2910%3A5%28399%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54393 | |
| description abstract | The results of an experimental investigation undertaken to evaluate a new technique for strengthening interior slab–column connection in combined flexural and shear modes are presented. The technique consists of using a combination of shear bolts inserted into holes and prestressed against the concrete surface for improving the punching shear capacity, and external [fiber-reinforced polymer (FRP)] reinforcement bonded to the tension face of the slabs in two perpendicular directions for increasing the flexural strength of the slabs. Square slab specimens of | |
| publisher | American Society of Civil Engineers | |
| title | Strengthening of Interior Slab–Column Connections Using a Combination of FRP Sheets and Steel Bolts | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2006)10:5(399) | |
| tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005 | |
| contenttype | Fulltext | |
