| contributor author | Ibrahim A. E. M. Shehata | |
| date accessioned | 2017-05-08T20:53:51Z | |
| date available | 2017-05-08T20:53:51Z | |
| date copyright | July 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A7%282055%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30903 | |
| description abstract | A method for predicting the punching strength of symmetric slab-column connections in flat slab structures is presented. The rational simplified model used was derived from a more complete one previously proposed by the author. This model leads to a single equation, which is mostly required for design, agrees with the observed slab behavior, and correlates well with test results. | |
| publisher | American Society of Civil Engineers | |
| title | Rational Method for Designing R.C. Slabs to Resist Punching | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:7(2055) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 007 | |
| contenttype | Fulltext | |
