| contributor author | Marina L. Moretti | |
| contributor author | Theocharis Papatheocharis | |
| contributor author | Philip C. Perdikaris | |
| date accessioned | 2017-05-08T22:05:37Z | |
| date available | 2017-05-08T22:05:37Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 23333626.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71143 | |
| description abstract | The work presented in this paper aimed to evaluate the diagonal strut model for the design of reinforced concrete (RC) infilled frames, already broadly used as a design tool in the case of masonry infilled RC frames. The assumptions on which the strut model provisions in codes are based are reviewed. In parallel, some of the results of an experimental study on the response of eight | |
| publisher | American Society of Civil Engineers | |
| title | Design of Reinforced Concrete Infilled Frames | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001042 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009 | |
| contenttype | Fulltext | |
